Wind-To-Hydrogen Energy Pilot Project
Transcript of Wind-To-Hydrogen Energy Pilot Project
WIND-TO-HYDROGEN ENERGY PILOT
PROJECT: BASIN ELECTRIC POWER
COOPERATIVE
Final Report
(for the period of September 1, 2004, through December 31, 2008)
Prepared for:
U.S. Department of Energy
1617 Cole Boulevard
Golden, CO 80401
Agreement No. DE-FG36-04GO14264
Prepared by:
Ron Rebenitsch
Randall Bush
Allen Boushee
Jeremy Woeste
Basin Electric Power Cooperative
1717 East Interstate Avenue
Bismarck, ND 58503
Brad G. Stevens, P.E.
Rhonda R. Peters
Kirk D. Williams
University of North Dakota
Energy & Environmental Research Center
15 North 23rd Street, Stop 9018
Grand Forks, ND 58202-9018
Keith Bennett
U.S. Department of Energy
1617 Cole Boulevard
Golden, CO 80401
2009-EERC-06-11 June 2009
DISCLAIMERS
This report was prepared as an account of work sponsored by an agency of the United
States Government. Neither the United States Government, nor any agency thereof, nor any of
their employees makes any warranty, express or implied, or assumes any legal liability or
responsibility for the accuracy, completeness, or usefulness of any information, apparatus,
product, or process disclosed or represents that its use would not infringe privately owned rights.
Reference herein to any specific commercial product, process, or service by trade name,
trademark, manufacturer, or otherwise does not necessarily constitute or imply its endorsement,
recommendation, or favoring by the United States Government or any agency thereof. The views
and opinions of authors expressed herein do not necessarily state or reflect those of the United
States Government or any agency thereof.
ACKNOWLEDGMENTS
This report was prepared with the support of the U.S. Department of Energy (DOE)
Agreement No. DE-FG36-04GO14264. However, any opinions, findings, conclusions, or
recommendations expressed herein are those of the authors(s) and do not necessarily reflect the
views of DOE.
EERC DISCLAIMER
LEGAL NOTICE This research report was prepared by the Energy & Environmental
Research Center (EERC), an agency of the University of North Dakota, and Basin Electric
Power Cooperative (BEPC) as an account of work sponsored by DOE. Because of the research
nature of the work performed, neither the EERC nor BEPC makes any warranty, express or
implied, or assumes any legal liability or responsibility for the accuracy, completeness, or
usefulness of any information, apparatus, product, or process disclosed or represents that its use
would not infringe privately owned rights. Reference herein to any specific commercial product,
process, or service by trade name, trademark, manufacturer, or otherwise does not necessarily
constitute or imply its endorsement or recommendation by the EERC or BEPC.
i
TABLE OF CONTENTS
LIST OF FIGURES ....................................................................................................................... iii
LIST OF TABLES .......................................................................................................................... v
EXECUTIVE SUMMARY ........................................................................................................... vi
INTRODUCTION .......................................................................................................................... 1
BACKGROUND ............................................................................................................................ 1
Site Location ......................................................................................................................... 1
Feasibility Study .................................................................................................................... 1
Mode 1 – Scaled Wind ................................................................................................ 3
Mode 2 – Scaled Wind with Off-Peak ......................................................................... 3
Mode 3 – Full Wind ..................................................................................................... 4
Mode 4 – Full Wind with Off-Peak ............................................................................. 4
PROJECT ACTIVITIES ................................................................................................................. 5
System Design ....................................................................................................................... 5
System Overview .................................................................................................................. 6
System Enclosure ......................................................................................................... 6
Electrolyzer Input ........................................................................................................ 7
Process Description ..................................................................................................... 8
Electrolyzer Output ...................................................................................................... 9
Hydrogen Storage ........................................................................................................ 9
Dispenser ..................................................................................................................... 9
Dynamic Scheduling Software ............................................................................................ 11
ION Scheduler Module .............................................................................................. 13
ION Counter (Status) Module ................................................................................... 13
ION Arithmetic Module ............................................................................................ 13
ION Set Point Module ............................................................................................... 13
ION External Number Module .................................................................................. 14
Wind Source Selection .............................................................................................. 14
Site Design .......................................................................................................................... 16
Site Construction ................................................................................................................. 17
System Installation .............................................................................................................. 19
System Start-Up and Operation ........................................................................................... 25
System Start-Up ......................................................................................................... 25
System Operation ....................................................................................................... 29
Education and Outreach Activities ............................................................................ 35
Continued . . .
ii
TABLE OF CONTENTS (continued)
End-Use Activities .............................................................................................................. 37
On-Road Platform ...................................................................................................... 37
Off-Road Platform ..................................................................................................... 38
PROJECT SUMMARY AND LESSONS LEARNED ................................................................ 39
General Observations .......................................................................................................... 39
Dynamic Scheduling System .............................................................................................. 40
System Operation ................................................................................................................ 41
End-Use Platforms .............................................................................................................. 43
CONCLUSIONS........................................................................................................................... 44
WIND-TO-HYDROGEN FEASIBILITY STUDY ....................................................... Appendix A
SITE DESIGN DRAWINGS AND SAFETY-RELATED DOCUMENTS .................. Appendix B
HIGH-PRESSURE TESTING AND CERTIFICATION REPORT.............................. Appendix C
NATIONALLY RECOGNIZED TESTING LABORATORY
CERTIFICATION REPORT ......................................................................................... Appendix D
CHRONOLOGICAL SUMMARY OF HYDROGEN PRODUCTION ....................... Appendix E
iii
LIST OF FIGURES
1 Site location ........................................................................................................................... 2
2 Photo of hydrogen system enclosure ..................................................................................... 6
3 Photo of the water treatment room ........................................................................................ 7
4 Photo of the electrolyzer cell stacks ...................................................................................... 8
5 Photo of the hydrogen production area ............................................................................... 10
6 Photo of the hydrogen storage assembly ............................................................................. 10
7 Photo of the hydrogen dispenser ......................................................................................... 11
8 Dynamic scheduling process flow diagram ........................................................................ 12
9 Graph of system control from start-up ................................................................................ 14
10 Wind farm locations ............................................................................................................ 15
11 Hydrogen site prior to construction ..................................................................................... 17
12 Photo of site after completion of site preparation ............................................................... 18
13 Photo of site with electrical service and storage assembly in place .................................... 20
14 Photo of hydrogen system being set in place ...................................................................... 20
15 Photo of the gas control panel and hydrogen dispenser installed........................................ 21
16 Photo of ICS personnel installing hydrogen piping ............................................................ 21
17 Photo of discharge tank installed ........................................................................................ 22
18 Photo of discharge tank access riser installed ..................................................................... 22
19 Photo during high-pressure testing ...................................................................................... 23
20 Photo of the infrared flame detection sensors ..................................................................... 24
Continued . . .
iv
LIST OF FIGURES (continued)
21 Drawing showing flame detection coverage area ............................................................... 24
22 Photo of completed site ....................................................................................................... 26
23 Ramp Test 1 results ............................................................................................................. 31
24 Ramp Test 1 results ............................................................................................................. 31
25 Ramp Test 2 results ............................................................................................................. 32
26 Ramp Test 2 results ............................................................................................................. 33
27 Graph of wind farm output to corresponding hydrogen production ................................... 33
28 Ramp Test 3 ........................................................................................................................ 34
29 Ramp Test 3 results ............................................................................................................. 35
30 Total hydrogen production in liters ..................................................................................... 36
31 Total hydrogen production in kilograms ............................................................................. 36
32 Photo of one of the converted pickups ................................................................................ 37
33 Photo of the hydrogen storage in the pickup box ................................................................ 38
34 Photo of the converted NDSU tractor ................................................................................. 39
35 Photo of tractor piping and flow control ............................................................................. 40
36 Example of wind farm output control signal and hydrogen production ............................. 42
37 Comparison of balance-of-plant electrical load during summer and winter ....................... 42
38 Comparison of the output of the three wind farms .............................................................. 45
v
LIST OF TABLES
1 Emergency Protocol for Alarm Conditions ......................................................................... 25
2 Ramp Test 1 Data ................................................................................................................ 30
3 Ramp Test 2 Data ................................................................................................................ 32
4 Ramp Test 3 Data ................................................................................................................ 34
vi
WIND-TO-HYDROGEN ENERGY PILOT PROJECT: BASIN ELECTRIC POWER
COOPERATIVE
EXECUTIVE SUMMARY
In an effort to address the hurdles of wind-generated electricity (specifically wind’s
intermittency and transmission capacity limitations) and support development of electrolysis
technology, Basin Electric Power Cooperative (BEPC) conducted a research project involving a
wind-to-hydrogen system. Through this effort, BEPC, with the support of the Energy &
Environmental Research Center at the University of North Dakota, evaluated the feasibility of
dynamically scheduling wind energy to power an electrolysis-based hydrogen production
system.
The goal of this project was to research the application of hydrogen production from wind
energy, allowing for continued wind energy development in remote wind-rich areas and
mitigating the necessity for electrical transmission expansion.
Prior to expending significant funding on equipment and site development, a feasibility
study was performed. The primary objective of the feasibility study was to provide BEPC and
The U.S. Department of Energy (DOE) with sufficient information to make a determination
whether or not to proceed with Phase II of the project, which was equipment procurement,
installation, and operation.
Four modes of operation were considered in the feasibility report to evaluate technical and
economic merits. It should be noted that all the modes studied represent hydrogen production
efficiencies less than those achievable if the system were operated at full production on ―grid‖
electricity. The modes of operation studied were the following:
Mode 1 – scaled wind
Mode 2 – scaled wind with off-peak
Mode 3 – full wind
Mode 4 – full wind with off-peak
In summary, the feasibility report, completed on August 11, 2005, found that the proposed
hydrogen production system would produce between 8000 and 20,000 kg of hydrogen annually
depending on the mode of operation. This estimate was based on actual wind energy production
from one of the North Dakota wind farms of which BEPC is the electrical off-taker. The cost of
the hydrogen produced ranged from $20 to $10 per kg (again depending on the mode of
operation).
The economic sensitivity analysis performed as part of the feasibility study showed that
several factors can greatly affect, both positively and negatively, the ―per kg‖ cost of hydrogen.
The study showed that in the best scenario the cost of production could be as low as $4.00 per
kg.
vii
During a September 15, 2005, meeting where representatives from DOE, BEPC, and other
involved parties convened to evaluated the advisability of funding Phase II of the project. DOE
concurred with BEPC that Phase I results did warrant a ―go‖ recommendation to proceed with
Phase II activities.
Following nearly two years of contract negotiations, system and site design discussions,
and system and site construction activities, a hydrogen production and fueling facility was
installed in northwestern North Dakota near Minot, North Dakota.
The hydrogen production system was built by Hydrogenics and consisted of several main
components:
Hydrogen production system
Gas control panel
Hydrogen storage assembly
Hydrogen-fueling dispenser
The hydrogen production system utilizes a bipolar alkaline electrolyzer nominally capable
of producing 30 Nm3/h (2.7 kg/h). The hydrogen is compressed to 6000 psi and delivered to an
on-site three-bank cascading storage assembly with 80 kg of storage capacity. Vehicle fueling is
made possible through a Hydrogenics-provided gas control panel and dispenser able to fuel
vehicles to 5000 psi.
A key component of this project was the development of a dynamic scheduling system to
control the wind energy’s variable output to the electrolyzer cell stacks. The dynamic scheduling
system received an output signal from the wind farm, processed this signal based on the
operational mode, and dispatched the appropriate signal to the electrolyzer cell stacks.
BEPC had the option to select from three distinct wind farms for use in the project, one
wind farm which it owns and operates and two others of which it is the electrical off-taker. For
several reasons, BEPC chose to utilize output from the Wilton wind farm located in central North
Dakota for the study.
Site design was performed from May 2006 through August 2006. In addition, a Hazard
Identification and Risk Analysis and a Failure Modes and Effects Analysis were performed as
part of the site and system design activities.
Upon completion of the site design work, site construction activities began in August 2006.
Site construction involved necessary earthwork, infrastructure installation, and concrete slab
construction and was completed by November 2006.
From April 2007 through October 2007, the system components were installed and
connected. During this time period, high-pressure testing was also completed as well as other
required inspections and approvals.
viii
Beginning in November 2007, the system was operated in a start-up/shakedown mode.
Because of numerous issues, the start-up/shakedown period essentially lasted until the end of
January 2008, at which time a site acceptance test was performed.
Official system operation began on February 14, 2008, and continued through the end of
December 2008, at which time the system was put into an ―idle‖ state until consumption dictated
production of hydrogen. Several issues continued to prevent consistent operation, resulting in
operation of the system in fits and starts.
During the operational period, three ramp tests were performed on the electrolyzer cell
stacks to evaluate cell stack degredation, if present. In addition, from December 23, 2008,
through December 30, 2008, the hydrogen system was operated using Mode 1 protocol.
From February 14, 2008, through December 31, 2008, the system produced a total of just
less than 26,000,000 liters (2320 kg), including approximately 3,300,000 liters (295 kg) of
hydrogen during Mode 1 operation.
Unfortunately, the chronic shutdown issues prevented consistent operation and, therefore,
did not allow for any accurate economic analysis as originally intended. With that said, much
valuable experience was gained in the form of ―lessons learned,‖ and the project served as an
extremely valuable platform for educating the public.
WIND-TO-HYDROGEN ENERGY PILOT PROJECT: BASIN ELECTRIC POWER
COOPERATIVE
INTRODUCTION
In an effort to address the hurdles of wind-generated electricity and support development
of electrolysis technology, the U.S. Department of Energy (DOE) awarded Basin Electric Power
Cooperative (BEPC) a contract to investigate a wind-to-hydrogen system. Through this effort,
BEPC, with the support of the Energy & Environmental Research Center (EERC), is evaluating
the technical and economic feasibility of dynamically scheduling wind energy to power an
electrolysis-based hydrogen production system.
The capital costs of electrolysis systems and the current fossil fuel-dominated electric mix
in the United States have limited the widespread adoption of electrolysis technology for
hydrogen production. Technology development of electrolysis systems and integration with low-
cost, low-emission, or renewable energy sources will be necessary for the technology to be
competitive with conventional fossil fuel energy production.
Advances in technology have reduced the cost of wind-generated electricity in many wind-
rich areas of the United States; however, significant development of these resources has not
occurred. Two factors, wind’s intermittency and transmission capacity limitations, make it
difficult to supply the wind-generated electricity to market, thereby slowing investment.
The goal of this project was to research the application of hydrogen production from wind
energy. The economics and feasibility of dynamic scheduling were also to be addressed.
BACKGROUND
Site Location
The site chosen for the hydrogen system was the North Central Research Extension Center
(NCREC), an agriculture research facility owned and operated under North Dakota State
University (NDSU). The NCREC is located approximately 1 mile south of Minot, North
Dakota, in north-central North Dakota (Figure 1). The 1200-acre research center was established
in 1945 for agricultural field research. Today, it specializes in crop research, education activities,
and foundation seed production.
Feasibility Study
Prior to expending significant funding on equipment and site development, BEPC hired the
EERC to assess the feasibility of the project. The primary objective of the feasibility study,
included in Appendix A, was to provide BEPC and DOE with sufficient information to make a
determination whether or not to proceed with Phase II of the project, which was equipment
procurement, installation, and operation.
Figure 1. Site location.
As part of the Phase I/Feasibility Study, the EERC in consort with BEPC performed the
following activities:
Developed a framework for site layout and system design and operation. This
information served as the basis for much of the request for quotation.
Issued a request for quotation for the desired hydrogen generation system. The
companies that received requests for quotation were Proton Energy Systems (Proton),
Hydrogenics Corporation (formerly Stuart Energy Systems) (Hydrogenics), Norsk
Hydro (Norsk), and Teledyne.
Assisted BEPC in the selection of a vendor for the hydrogen generation system. BEPC
selected Hydrogenics Corporation as the supplier of the hydrogen generation system.
Performed a technical evaluation of theoretical wind energy and hydrogen production.
This analysis estimated wind energy production and resulting hydrogen production from
actual wind resource data at the existing wind farm locations.
Performed an economic sensitivity analysis. This analysis evaluated the impact of
several input costs on the cost of the produced hydrogen.
Established a framework for development of a dynamic scheduling interface between
the wind generation and the hydrogen facility. The dynamic scheduling programming
was to be developed as part of Phase II activities.
Prepared and submitted the initial National Environmental Policy Act documentation.
Compiled information regarding pertinent national, state, and local code and permitting
requirements.
Performed an evaluation of available hydrogen end-use technologies and identified the
most suitable technologies for application at the facility. The end-use technology chosen
for implementation on the project was determined based primarily on availability and
cost.
Four modes of operation were considered in the feasibility report to evaluate technical and
economic merits. It should be noted that all the modes studied represent hydrogen production
efficiencies less than those achievable if the system were operated at full production on ―grid‖
electricity. The modes of operation studied were the following:
Mode 1 – scaled wind
Mode 2 – scaled wind with off-peak
Mode 3 – full wind
Mode 4 – full wind with off-peak
Mode 1 – Scaled Wind
As the mode name indicates, Mode 1 represented delivery of power to the electrolyzer
scaled such that the maximum wind power is scaled to match the maximum load of the
electrolyzer. This mode would imitate a scenario where the electrolyzer would be directly
connected to a small wind turbine. For example, if the electrolyzer represents an electrical load
of 150 kW and the dynamical scheduling software is monitoring wind turbine output of
1500 kW, the resulting maximum delivered power to the electrolyzer would be 150 kW, or the
hourly delivered power would be the measured wind farm output in kW times 0.1. The power
generation and delivery pattern would not be changed, only the magnitude. Because the
electrolyzer requires a minimum input of 25% of rated power, when the scaled wind energy is
less than this value, the electrolyzer will be run at the 25% minimum value. These values were
used exclusively for the feasibility study based on input from Hydrogenics. The requirements of
the actual system were 43% of the maximum electrolyzer load, which was 165 kW.
Mode 2 – Scaled Wind with Off-Peak
Mode 2 will consisted of operating the system under the Mode 1 (scaled wind) scenario
with the addition of utilizing off-peak power to supplement the wind energy (if needed) during
the hours of 11 p.m. to 7 a.m. Off-peak power will be delivered to the electrolyzer to supplement
the wind energy up to the maximum electrolyzer load (150 kW).
Mode 3 – Full Wind
Mode 3 is the nonscaled version of Mode 1; that is, the actual power output from the wind
farm was dispatched to the electrolyzer up to the maximum electrolyzer load (150 kW). Wind
power greater than 150 kW will be delivered to the electrical grid as it normally would.
This mode mimicked a scenario where the electrolyzer is operated by a utility-scale wind
turbine or wind farm. Unlike Modes 1 and 2, the wind turbine(s) in Modes 3 and 4 are not scaled
to match the electrolyzer and, therefore, generate more electricity than can be utilized by the
electrolyzer. As a result, Modes 3 and 4 produce two products, hydrogen and electricity.
Mode 4 – Full Wind with Off-Peak
Mode 4 can be thought of in two ways: either as the nonscaled version of Mode 2 or as
Mode 3 with the addition of off-peak power. Mode 4 represents operating the electrolyzer in a
―maximum utilization‖ scenario.
In summary, the feasibility report, completed on August 11, 2005, found that the proposed
hydrogen production system would produce between 8000 and 20,000 kg of hydrogen annually
depending on the mode of operation. This estimate was based on actual wind energy production
from one of the North Dakota wind farms of which BEPC is the electrical off-taker. The cost of
the hydrogen produced ranged from $20 to $10 per kg (again depending on the mode of
operation).
The economic sensitivity analysis performed as part of the feasibility study showed that
several factors can greatly affect, both positively and negatively, the ―per kg‖ cost of hydrogen.
Not surprisingly, the capital cost of the hydrogen production system had the largest impact on
cost of production, representing approximately 70%. In addition, the size of the system had
potential to significantly impact the cost of production. In this case, the system could have been
double in size (and double in hydrogen output) for approximately a 30% increase in equipment
cost. Other factors having the largest impact on cost of production were the amortization period
and the cost of the electricity.
The study showed that, in the best scenario, where a larger system was purchased, operated
in Mode 4, and amortized over a longer period than 10 years, the cost of production would likely
be at or below $4.00 per kg.
A meeting was held on September 15, 2005, at BEPC’s headquarters in Bismarck, North
Dakota, to present and discuss the Phase I Feasibility Study results, receive DOE’s stage gate
decision, and if positive, plan the Phase II activities. Representatives from several agencies were
either in attendance or on the conference call, including DOE, BEPC, the EERC, the city of
Minot, NDSU, and Hydrogenics.
During the meeting, personnel from BEPC and the EERC presented the methodology and
results of the feasibility study as well as recommendations for Phase II of the project. DOE
concurred with BEPC that Phase I results did warrant a ―go‖ recommendation to proceed with
Phase II activities. With a ―go‖ decision in place, discussions followed to shape and kick off
Phase II of the project.
PROJECT ACTIVITIES
Phase II activities began with BEPC initiating contract discussions with Hydrogenics,
selected to provide the hydrogen generation and fueling equipment during Phase I. Concurrent
with the system design, BEPC and the EERC began securing contractors to perform site design,
perform site construction, and provide end-use vehicles.
System Design
The request for quotations to provide the hydrogen production system for the project
specified a system capable of producing a minimum of 30 Nm3/h of hydrogen that had to include
compression, storage, and dispensing (at 5000 psi). The EERC submitted requests for quotations
to Proton, Hydrogenics, Norsk, and Teledyne. Norsk declined to provide a bid, but all other
bidders provided similar prices for a complete refueling station (approximately $1,000,000).
Hydrogenics was the only company to offer a complete package. Proton and Teledyne would
only supply the electrolyzer, with compression, storage, and dispensing provided by others.
Based on several factors, Hydrogenics was selected as the provider of the hydrogen
system. In addition to demonstrated experience and the ability of the company to provide a
complete package, Hydrogenics also provided contractual payment flexibility unique to the
funding scenario for the project, which was not offered by other bidders.
Contract negotiations with Hydrogenics took the better part of the second half of 2005. The
contract with Hydrogenics was finalized, and a kickoff conference call was held with
Hydrogenics on January 10, 2006. From January 2006 through May 2007, BEPC, the EERC, and
Hydrogenics discussed the design, construction, and operation of the hydrogen generation and
fueling system.
The hydrogen production and fueling facility consisted of several main components:
Hydrogen production system
Gas control panel
Hydrogen storage assembly
Hydrogen-fueling dispenser
The hydrogen production system was built by Hydrogenics in Belgium (a change that
occurred as a result of Hydrogenics acquiring Stuart Energy) and then was shipped to the
Hydrogenics facility in Mississauga, Ontario, Canada, for initial testing and to undergo
certification review by a nationally recognized testing laboratory (NRTL) for delivery and
operation in the United States. The gas control panel and the dispenser were designed and built
by Hydrogenics in Mississauga. The remaining major component, the storage assembly, was
designed and built by CP Industries, Inc., in McKeesport, Pennsylvania, and delivered directly to
the site by CP Industries.
System Overview
System Enclosure
With the exception of the storage and dispensing systems, the entire hydrogen production
system consisting of an electrical control system, programmable logic controller system,
electrical transformer-rectifier, uninterruptable power supply, water supply and purification
system, hydrogen gas generation system (nominally rated at 30 Nm3/h or 2.7 kg/h), electrolyzer
cooling system, hydrogen purification system, instrument air system, hydrogen compression
system, and ancillary equipment was contained in a 40-ft ISO shipping container (Figure 2). The
container is portioned into three separate areas: the electrical area, the water process area, and the
hydrogen production area.
The electrical and water process areas are separated from the process equipment by a
gastight division. The hydrogen production area of the enclosure includes the gas generation
equipment, gas purification equipment, and compression system. The container is equipped with
gas detection sensors as well as a ventilation system.
Figure 2. Photo of hydrogen system enclosure.
Electrolyzer Input
Feed water was provided by North Prairie Rural Water and is of a potable water quality.
Water is delivered to the system via underground piping and treated by a reverse osmosis (RO)
purification system to obtain the water quality level required by the electrolyzer. The treated
water is stored in a break tank and is automatically fed to the electrolytic cells through a series of
control valves and separator/rinsing vessels. For each Nm3 of hydrogen produced, approximately
1 liter of RO-purified water is required. The system output (at maximum capacity) is
30 Nm3/h, therefore the required inflow of treated water is approximately 30 liters/h. A photo of
the water treatment room is shown in Figure 3.
Figure 3. Photo of the water treatment room.
Input energy is required to initiate and maintain the electrolytic process. A transformer-
rectifier is required to transform alternating current (AC) from the electrical grid to direct current
(DC) required by the electrolyzer. The DC current is adjusted via automatic controls to allow for
variable hydrogen production. The production output is dependent on user-initiated settings
(which will mainly be determined by preprogrammed operational control scenarios and the
amount of available wind energy). An uninterruptible power supply battery provides backup
power to control the critical parameters of the system in the event of a power failure. If a power
failure were to occur, hydrogen production would be stopped, and the electrolyzer would be put
in ―standby‖ mode. If power is not restored in 30 minutes, the remaining power of the battery
would be used to gradually depressurize the machine and restore all parameters to a stabilized
position.
Process Description
The electrolytic cells are bipolar (positive and negative charge on opposite sides) and
convert the liquid water (H2O) to hydrogen gas (H2) and oxygen gas (O2). The cell stack consists
of circular electrolytic cells (90 cells in each stack), each containing two electrodes and an
advanced proprietary alkaline inorganic ion exchange-type membrane (Figure 4).
The electrolyzer utilizes a potassium hydroxide (KOH) electrolyte to convert water to H2
and O2. The electrolyte solution in the electrolyzer is a water-based solution of approximately
30% KOH.
Figure 4. Photo of the electrolyzer cell stacks.
A separate closed-loop cooling system and a chiller reduce the need for external cooling
water to zero. The cooling system is used to remove KOH and moisture from the hydrogen
stream. This is done in two rinsing stages where gas flows through two small pressure vessels
that are connected to the cooling loop. When the hydrogen gas flows through these pressure
vessels, it is cooled down to allow the KOH and moisture to condense and be removed from the
gas stream. The system is designed so that the KOH condensate is sent back by gravity to a
condensate tank within the hydrogen production area.
Electrolyzer Output
The oxygen created in the electrolysis process is not stored but is vented to the air via
system piping.
The hydrogen created in the electrolysis process is first passed through a gas/liquid
separator and rinser. After gas-rinsing, the H2 will be at 99.9% purity and is sent for further
purification via a deoxo-dryer, where a catalytic purifier removes trace O2 and a twin tower dryer
removes moisture. The moisture content in the hydrogen stream is reduced to an atmospheric
dew point of less than −75°C after exiting the dryer. The resulting product is hydrogen gas with a
minimum purity of 99.998%. The remaining impurities are nitrogen (N2) at less than 15 ppm
(parts per million), O2 at less than 2 ppm, water at less than 1 ppm, and carbon monoxide/carbon
dioxide (CO/CO2) at less than 1 ppm.
The separated hydrogen gas is pressurized to 414 bar (approximately 6000 psig) by way of
an integrated diaphragm compression system and piped to the hydrogen storage assembly
(located outside). The compression system includes a motor and controls and is housed in the
hydrogen production area (Figure 5).
Hydrogen Storage
The hydrogen storage system is comprised of six cylinders in a three-bank cascade system
giving a combined storage capacity of 80 kg. Vessels are ASME-rated and mounted to a frame
suitable for seismic zone 1. The storage system operates at a maximum pressure of 414 bar
(6000 psig), and includes safety release valves. The system also includes liquid-filled pressure
gauges, one per bank, complete with block and bleed valves, located on the vessel side of the
manual isolation valves and manual valves, one per bank to allow for evacuation of each bank on
an individual basis. Dump valves are provided on each bank for manual evacuation of the system
for purging purposes (Figure 6).
Dispenser
The gas-dispensing system contains a three-bank gas control panel (GCP) comprised of
priority valves for directing hydrogen from the compression system into storage. Its sequencing
control system directs filling of the cascading storage system and a dispenser priority panel
controls cascading storage vessels for vehicle fueling at 5000 psi. A photo of the hydrogen
dispenser is shown in Figure 7.
Figure 5. Photo of the hydrogen production area (hydrogen compressor in the foreground).
Figure 6. Photo of the hydrogen storage assembly.
Figure 7. Photo of the hydrogen dispenser.
Dynamic Scheduling Software
A key component of this project is the dynamic scheduling of the wind energy’s variable
output to the electrolyzer cell stacks. The dynamic scheduling system received an output signal
from the wind farm, processed this signal based on the operational mode, and dispatched the
appropriate signal to the electrolyzer cell stacks. With both systems connected to the electrical
grid within BEPC’s control area, several control scenarios could be utilized. These control
scenarios were described as Modes 1 through 4 in the Feasibility Study section.
The Hydrogenics electrolyzer is always in one of three states, 1) cold: where the system is
shut down and decompressed, 2) hot standby: where the cell stacks are energized, pressurized,
and ready to produce hydrogen, and 3) operating: where the electrolyzer is producing hydrogen
in relation to the electricity applied to the cell stacks. Since the electrolyzer took several minutes
to start producing hydrogen from a cold state, and BEPC wanted the system to react quickly to
the variability of the wind energy input, it was agreed that when the dynamic scheduling
software was being utilized, the system would not be allowed to reach the cold state. To achieve
this, the controlled variable load was limited to the 165-kW cell stack load. As another factor,
Hydrogenics recommended a minimum operating level (43%) that had to be considered in the
control scheme. All other electrical load (balance of plant) was considered as supplied from the
grid and thus removed from variations considered in the development of the ―follow-the-wind‖
control scheme.
The dynamic scheduling system, depicted in Figure 8, consists of an ION Enterprise
SCADA (Supervisory Control and Data Acquisition) system manufactured by Schneider
Electric. The ION components utilized are:
One (1) 7550 RTU (Remote Terminal Unit)
One (1) 8500 ION Meter with input/output (I/O) Extender
One (1) 8600 ION Meter with I/O Extender
One (1) computer server utilizing ION Enterprise Software - Version 5.5
A speed test was performed to measure the time required for passage of data. A clock
seconds value was passed from the wind farm RTU through the system to the ION Meters at the
electrolyzer and back again. The seconds value returned was then compared to the originating
clock seconds value to determine the number of seconds for the communications signal round-
trip. The average time for a round-trip communication was less than 3 seconds. Thus, the time
for one-way communications through the system averaged less than 1.5 seconds.
The dynamic schedule program was developed using a combination of several standard
ION logic modules. The Server polls the wind source data from the 7550 RTU located at the
Figure 8. Dynamic scheduling process flow diagram.
Minot wind farm. Central Power Electric Cooperative, the electric transmission cooperative
serving the study area, has an Allen-Bradley PLC (programmable logic controller) at that
location which can pass the electric system wind farm data to the ION 7550 RTU using an
RS232C connection and DNP3 protocol. The Allen-Bradley unit is the DNP3 master unit, the
7550 RTU is the slave unit.
The server then passes the polled data to the ION 8600 meter located at the electrolyzer
site. The data are scaled in the server to a percentage value for the wind source. The ION
8600 meter then takes the wind source percentage value and scales a proportionate 4- to 20-mA
control signal, which is then input to the electrolyzer control system.
Several logic modules are used to integrate the decisions necessary to operate the
electrolyzer in accordance with the desired operating scenario and are described below.
ION Scheduler Module
This module allows the development of a 2-year calendar that can be programmed to
define holidays, weekends, on-peak and off-peak times, and a means to input daylight savings
time adjustments. The output of this module is a logical 1 when follow-the-wind should be
implemented and a logical 0 when other control values should apply.
ION Counter (Status) Module
This module provides the means to select either follow-the-wind operation or operation based on
an operator manually entered production value.
ION Arithmetic Module
These modules provided a means to implement the logic and scaling functions needed to
determine the control/production request values in accordance with the wind source input signals
and control operating mode selected.
ION Set Point Module
This module provided a means to determine the minimum production value that should be
used when the wind source is below 43%. The electrolyzer is limited at the lower production
level to either operating at a sustained 43% or larger value or to go to a zero production value.
Proportionate operation below 43% was not recommended by Hydrogenics, the electrolyzer
manufacturer. To moderate the impact of this limitation on production in this range, the 43%
range was transformed into a step-function-type operation using an ION Setpoint Module. The
set point module has a trigger value and a reset value. The set point module outputs a logical 1
when the input value increases beyond the trigger value. The output then remains at logical 1 for
all values exceeding the reset value. Once the current value falls below the reset value, the output
is then set to logical 0 and remains at logical 0 until such time as the trigger value is exceeded
again.
The trigger value was set at 26%. The reset value was set at 17%. This allowed a 9% buffer
operation zone or deadband to avoid unnecessary cycling of production between 0 and 43%
when wind production was fluctuating around the halfway value (21.5%). Figure 9 is a graphical
representation of this control strategy.
ION External Number Module
This module provides the wind source value from the ION system server. This module is
necessary whenever data are passed from one source—through the server—to another source in
order to implement proper data communication monitoring and alarming. The number provided
by this module is the wind farm output value as scaled to a percentage of full farm output value
in the server. (The wind farm used for the source is a nominal 49,500-kW nameplate. The actual
percentage used was calculated using 50,000 kW as the wind farm full output value, as the actual
wind farm output can reach and exceed 50,000 kW.)
Wind Source Selection
BEPC has three wind farms located in the Central Power Electric Cooperative service
territory. One wind farm is owned and operated by Basin and two are owned and operated by
FPL Energy. Basin purchases 100% of the production from the two FPL Energy sites. Wind farm
locations are shown in Figure 10, and details for each are as follows:
Minot Wind Farm
− Owned and operated by BEPC
− Located south of Minot, North Dakota
− Completed in 2002
− Two (2) 1.3-MW Nordex N60 turbines, 60-meter hub height, 60-meter rotor
diameter
Figure 9. Graph of system control from start-up.
Figure 10. Wind farm locations.
Edgeley–Kulm Wind Farm
− Owned and operated by FPL Energy
− Located west of Edgeley, North Dakota
− Completed in 2003
− Twenty-seven (27) 1.5-MW General Electric SE turbines, 64.7-meter hub height,
70.5-meter rotor diameter
Wilton Wind Farm
− Owned and operated by FPL Energy
− Located southeast of Wilton, North Dakota
− Completed in 2006
− Thirty-three (33) 1.5-MW General Electric SLE turbines, 80-meter hub height,
77-meter rotor diameter
When determining a wind source to follow, options considered were to follow any of the
farms alone or a combination of one or all of the wind farms. Wind sources considered were
limited to those located in Central Power's service territory, as a typical future application of this
program would usually be by a specific utility entity of that size utilizing this process on its
system.
It was decided to use the Wilton Wind farm production as the wind source to follow for the
following reasons:
1. It involved the newest technology, which provided a more moderated power output.
2. The number of turbines at the Wilton site allowed for diversity of production and
moderation of the wind farm output variability.
3. Downtime of any one turbine would have minimal impact on wind source output and
cause the least disruption to data collection.
4. Higher turbine hub heights and larger rotor diameters along with advanced control
scheme provided optimum capture and best utilization of the wind resource.
5. On-site 24-hour, 7-day operation and maintenance support would provide maximum
availability of the wind turbines.
Site Design
To perform the site design, BEPC solicited bids from qualified engineering firms having
previous hydrogen-fueling facilities design experience. To perform the site design, BEPC
selected the team of Albert Kahn Associates, Inc. (AKA), of Detroit, Michigan, and DMA
Technical Services, Inc. (DMA), of Chatham, Ontario, Canada. AKA was responsible for
traditional site design areas such as civil, electrical, and mechanical, and DMA was charged with
designing the site safety-related design considerations.
In anticipation of the site design work, BEPC had the proposed site surveyed and
contracted a geotechnical firm to perform subsurface drilling activities during May 2006. Upon
selection of AKA/DMA as the site design contractors, BEPC provided the site survey and
geotechnical information to them.
Based on the geotechnical results, system design information provided by Hydrogenics,
and general site considerations provided by BEPC, AKA specified the necessary earthwork, the
concrete slab to support the hydrogen system components, and the piping layout between
components. AKA developed a specification package and site design figures. In addition, DMA
performed a Hazard Identification and Risk Analysis (HIRA) and a Failure Modes and Effects
Analysis (FMEA). The HIRA is a semiquantitative risk analysis intended to be a preliminary
screening to determine priorities and identify risks worthy of more detailed quantitative risk
analysis. The FMEA is a systematic method of identifying and preventing product and process
problems before they occur. FMEAs are focused on preventing defects, enhancing safety, and
increasing customer satisfaction. Site design drawings and safety-related documentation are
included in Appendix B.
Site Construction
Upon the completion of the site design work, BEPC solicited bids from construction
contractors to perform site construction work specified by AKA and DMA. The contractor
selected to perform the site construction work was Industrial Contract Services (ICS) of Grand
Forks, North Dakota. Figure 11 shows the site prior to site construction activities. Other
contractors involved in the site construction were the following:
Verendrye Electric Power Cooperative of Velva, North Dakota
− Installation of main electrical service
− Provider of electricity at the retail level
Central Power Electric Cooperative
− Provider of electricity at the wholesale level
North Prairie Rural Water
− Provider of water to the system
Steen Construction of Minot, North Dakota
− Installation of water supply piping
− Installation of the discharge storage system
Dakota Fence of Minot, North Dakota
− Installation of the security fence
Figure 11. Hydrogen site prior to construction.
Site construction began in August 2006 with initial grade and earthwork and general site
preparation. The site was excavated down to appropriate native material and backfilled with
engineered fill that was compacted to a minimum of 95% Proctor.
Upon completion of the earthwork, the concrete slab and associated vehicle-refueling slab
were formed, poured, and finished. The concrete slab was designed and constructed to support
the weight of the hydrogen production system (ISO container), the hydrogen storage system, the
gas control panel, associated piping, and two potential gensets. To do so the slab was 10 in. thick
with metal reinforcement and thickened edges of an additional 1 ft 3 in. In addition, the entire
slab was underlain by 4 in. of extruded polystyrene insulation to protect the slab from differential
settling because of the expansive soils present at the site.
The vehicle-refueling slab, referred to as the low-ohm pad, was designed and constructed
with special attention to static electrical discharge. The slab was 8 in. thick with an extensive
reinforcement and grounding network embedded in the concrete. The low-ohm pad was designed
so that the electrical resistance to ground of the overall slab ground system would not exceed
5 ohms.
By November 2006, the main site construction was complete and ready for placement of
the hydrogen system components (Figure 12).
Figure 12. Photo of site after completion of site preparation.
System Installation
ICS was also awarded the contract to perform the installation of the hydrogen system as
well as installation of the hydrogen piping. Other contractors involved in the system installation
were the following:
Main & Holmes Electric Company of Minot, North Dakota
− Installation of system electrical and communication network
C&C Plumbing and Heating of Minot, North Dakota
− Installation of on-site HVAC retrofits
Coritech Services of Royal Oak, Michigan
− Installation and testing of flame detection system
Engineering, Procurement, & Construction, LLC (EPC), of Lakewood, Colorado
− Pressure testing of hydrogen piping network
Praxair, Inc., of Minot, North Dakota
− Provider of system gases
BEPC received the storage assembly, storing it until it was installed on the site in April
2007. The main electrical service to the site was also installed around this same time (Figure 13).
The hydrogen production system arrived on-site in June 2007 and was set in place (Figure 14).
The gas control panel and hydrogen dispenser arrived on-site shortly after the ISO
container and were also positioned on the slab immediately. ICS spent the next 3 months or so
installing the piping connecting all the components as well as the necessary vents. Concurrently,
Main & Holmes Electric installed the electrical and communications wiring. Figure 15 and 16
are photos of components and piping being installed. During this time, the underground
discharge tank was installed, discharge from the system was connected to the underground tank,
and the water supply line was connected to the system (Figures 17 and 18).
Since no sanitary sewer system was present at the site, the underground discharge tank was
installed to store the RO reject stream and KOH condensate collected from the hydrogen system.
The discharge tank is pumped out periodically, and water collected is taken for disposal at the
city of Minot’s wastewater treatment plant, where it is blended with its incoming wastewater,
treated, and discharged.
When ICS completed all the high-pressure piping, EPC performed the necessary pressure
testing of the piping. EPC’s testing and certification report is included in Appendix C
(Figure 19).
Figure 13. Photo of site with electrical service and storage assembly in place.
Figure 14. Photo of hydrogen system being set in place.
Figure 15. Photo of the gas control panel and hydrogen dispenser installed.
Figure 16. Photo of ICS personnel installing hydrogen piping.
Figure 17. Photo of discharge tank installed.
Figure 18. Photo of discharge tank access riser installed.
Figure 19. Photo during high-pressure testing.
During this time, Hydrogenics also performed modifications to the system on-site that
were required to obtain certification on the system from a NRTL. For clarification, most people
are familiar with Underwriters Laboratory (UL) and the phrase that something is UL-listed. In
fact, UL is just one of several NRTLs. So it may be more appropriate to say that something is
NRTL-certified instead of UL-listed, since the requirement is actually that it be NRTL-certified.
BEPC contractually required Hydrogenics to provide a system that would be NRTL-certified. To
meet this obligation, Hydrogenics hired QPS Evaluation Services, Inc. (QPS), a nationally-
recognized Canadian testing laboratory, affiliated with SGS, and US-based NRTL, to certify the
system when it arrived in Mississauga. QPS’s inspection of the system resulted in numerous
items to address prior to its certifying the system, so Hydrogenics performed many of these
corrective actions on-site. QPS’s report and final certification are included in Appendix D.
Once the on-site piping work was completed, Coritech Services installed and tested the site
flame detection system. The flame detection system, installed in October 2007, is a stand-alone
system interconnected with the Hydrogenics system consisting of a control panel, infrared
detectors, emergency stop (E-stop) button, audible alarm, strobe light, and autodialer system.
Utilizing two infrared detectors mounted on a column located at the north end of the system area,
the flame detection system was configured to detect an invisible flame anywhere within the site
area as well as the fueling area. Figure 20 shows a picture of the infrared detectors and Figure 21
shows the flame detection area. The flame detection system also incorporated one E-stop button
at the north gate entrance. This E-stop is a manually activated alarm that can only be triggered by
a person. In addition, the flame detection system was interconnected to the Hydrogenics system.
The flame detection control panel was configured to respond to two types of alarms. A summary
of the alarm protocols is included in Table 1.
Figure 20. Photo of the infrared flame detection sensors.
Figure 21. Drawing showing flame detection coverage area.
Table 1. Emergency Protocol for Alarm Conditions
Condition Cause Trigger Location System Response
Critical Automated Flame detection
sensor
External 1. Call 911
2. Call BEPC Dispatch
Critical Manual E-Stop button External 1. Call 911
2. Call BEPC Dispatch
Noncritical Manual ISO container stop
button
ISO
container
1. Call BEPC Dispatch
Noncritical Manual Dispenser stop
button
Dispenser
area
1. Call BEPC Dispatch
Noncritical Automated – system
alarm
Multiple Internal 1. Call BEPC Dispatch
Noncritical Automated hydrogen
gas detected
Internal gas
detection sensor
ISO
container
1. Call BEPC Dispatch
By the end of October 2007, the system installation activities were complete, including the
NRTL certification on the system. Figure 22 shows the completed system installation.
System Start-Up and Operation
System Start-Up
BEPC started operating the system at full capacity on November 1, 2007. It was
anticipated that the start-up and shakedown period would take approximately 1 month but,
because of numerous significant issues and the presence of several holidays, this period actually
took until the end of January 2008.
Compressor Diaphragm Failure
Shortly after start-up, the first-stage diaphragm in the high-pressure compressor failed.
This resulted in small amounts of hydrogen leaking by the diaphragm and forced the system to
be shut down until the diaphragm could be replaced. Given the time of year and the workload of
the vendor that provided the compressor, Power Product, Incorporated (PPI), the diaphragm
replacement did not occur until January 22–26, 2008.
In June 2008, system measurements indicated a partial failure of the second-stage
diaphragm in the high-pressure compressor. PPI was contacted, and a site visit was requested to
repair the diaphragm. The hydrogen system was operated intermittently until the repair was done
in November 2008. During the replacement of the diaphragm, PPI personnel noted scoring on the
compressor plunger and indicated that it would also need to be replaced and would require
another site visit. PPI personnel returned to the site on December 1, 2008, and replaced the
plunger.
Figure 22. Photo of completed site.
Discharge Tank Leak
Although not as critical to the operation of the system, an apparent leak in the underground
discharge tank was discovered. The existence of a leak was assumed because the tank appeared
to fill up much faster than anticipated. The tank was pumped down, and a local diving company
was hired to enter the tank and confirm the presence of a leak. The leak was confirmed, and
water was observed entering the tank at the joint where the two pieces of the tank are put
together. Since the two-piece concrete tank was buried several feet below ground level, BEPC
chose to attempt to repair the leak in situ by using the same local diving company to go into the
tank (with the tank full of water) and use a special compound to seal the joint. This may seem
like an unusual remedy, but this diving company does similar work throughout the state diving in
large tanks that cannot be emptied to repair leaks. The repair did reduce that inflow of
groundwater into the tank but did not fully seal the tank. BEPC chose to take no further action to
repair the leak and decided to pump the tank more frequently than originally planned.
Electrical Issues
There were two significant electrical issues that had to be addressed during the course of
the project. The first issue was the tripping of the main breaker serving the site, and the second
issue was the impact of harmonics affecting the ability of the local utilities to remotely read their
meters.
The first problem (the tripping of the main breaker) was discovered when the unit was
undergoing its initial test runs with various production levels and all processes working. The unit
would run without problem and then periodically would trip the main breaker. Once the unit had
tripped and the main breaker was reset, the unit could return to normal operation. The initial
assumption was that there may have been an inrush from some piece of equipment that caused
the trip, or there may have been a hidden cable or device fault. However, we could not positively
correlate the tripping with any particular device operation nor find physical evidence of cable or
equipment failure.
The first remedy tried was to adjust the main breaker’s instantaneous trip setting to a
maximum level to determine if it related to a fault or to equipment operation. Adjusting the trip
setting stopped the breaker tripping while still maintaining a maximum tripping level below the
fault current level that would be expected for a cable or equipment fault. Thus if the tripping was
due to a fault, the breaker should continue to trip. This led us to suspect the tripping may be due
to equipment operation inrush.
A power quality monitoring recorder was then installed on the equipment. The data were
inconclusive as to correlation of data with any inrush currents. Some inrush current was observed
but was not significant enough to cause a breaker trip. To check on the validity of the data
collected, Hydrogenics applied a power quality monitor at a similar facility to see if any inrush
current associated with system operation was evident there. No inrush was observed.
Both the BEPC and Hydrogenics power quality meters were then placed on the Minot unit,
and normal operation tests were performed. No inrush was observed by the Hydrogenics power
quality monitor and inconsistent data were observed by the BEPC power quality monitor.
The breaker itself was then reset to the original instantaneous trip level, and data were
recorded with both power quality monitors. The main breaker tripped during normal test
operations, but the data recorders did not record a correlating inrush current. It was then decided
that the site main breaker itself might be the cause, and a replacement was ordered.
During installation of the replacement breaker, it was discovered that one of the bolted
connections on the original unit was discolored, indicating heating and arcing. The circuit
breaker has two components, a switch unit and a trip module. The two components are connected
by a bolted bus connection. Unfortunately the bolted connection is hidden from casual
observation, and therefore, the problem was not diagnosed immediately. Our conclusion was that
the additional heating due to the bus connection caused the circuit breaker to trip during normal
operation. Since replacement of the unit, no main breaker trips have occurred.
The second electrical issue observed was the presence of harmonics. The problem was
brought to our attention by VEPC, the electric distribution cooperative that serves the site. VEPC
advised that it was having difficulty reading its site meter remotely. VEPC’s remote reading
system utilizes a power line carrier signal which can be affected by the presence of harmonics.
The ION meters used to collect study data for the site have power quality monitoring
capability including harmonics. The meters were programmed to monitor and record harmonic
data, and the unit was test-operated at full rating.
As a condition of electrical service, consumer loads connected to VEPC’s system
(including the BEPC W2H2 system) are required to comply with IEEE standard 519. As applied
specifically to this site, the standards are as follows:
Voltage (for the 480 volt system)
Maximum Individual Harmonic Component (%) ≤ 3.0%
Maximum Total Harmonic Distortion (%) ≤ 5.0%
Current – Individual Frequency Limits
Harmonic Range Individual Frequency Limit (%)
h < 11 7.0
11 ≤ h < 17 3.5
17 ≤ h < 23 2.5
23 ≤ h < 35 1.0
35 ≤ h 0.5
Total Harmonic Distortion (THD) 8.0
The harmonic monitoring was done on the secondary side of the distribution transformer
serving the site. Observing current values recorded on May 28th at 13:00 for near-full-load
output (400 cell stack amperes), the 5th, 11th, 17th, 23rd, 29th, and THD current harmonics were
outside of the above limits.
The harmonics issue was corrected by installing an MTE Matrix D harmonic filter on the
low-voltage (480 volts) side of the transformer serving the site. The filter was installed just after
the site main breaker. A more appropriate location would have been to intercept the circuits
internal to the electrolyzer that serve the cell stack rectifiers. This was not feasible because of
space limitations on the existing pad and in the system electric service room.
Valve and Sensor Issues
Clearly in a system of this type, numerous sensors and valves are necessary for proper and
safe operation of the system. Since there was significant time passage between construction of
the system in Belgium and start-up at the site, some of the gas detection sensors required
replacement or recalibration almost immediately after start-up. Many of these sensors have a
―shelf life‖ of 1 year.
Site Acceptance Test
On January 28, 2008, Hydrogenics personnel, along with BEPC personnel, performed the
site acceptance test (SAT) of the hydrogen production system. The SAT consisted of testing
several system operational and safety functions, witnessed by BEPC, and an acknowledgement
of BEPC that the equipment performed satisfactorily. Since a few items required corrective
action at the time of the SAT, BEPC’s ―sign-off‖ represented a partial SAT; full acceptance from
BEPC would be granted at a time when the remaining ―punch list‖ items were remedied. The full
SAT was granted by BEPC on February 13, 2008, and this date represented the transition from
the system start-up phase to full system operation phase.
System Operation
The system operation phase, beginning on February 14, 2008, was initiated with the
hydrogen system being operated at full capacity and not from wind energy production. This was
done to allow operators and engineers time to gain operational experience and be more proficient
at operating, troubleshooting, and maintaining the system.
Beginning on February 14, 2008, the intention was to operate the system at full capacity
until BEPC was satisfied that the system would operate as designed. Unfortunately, because of
the equipment and sensor problems described in the previous section, BEPC was not able to
operate the system as desired. In spite of the numerous shutdowns, BEPC did manage to produce
approximately 19,780,000 liters (1766 kg) of hydrogen intermittently between February 14,
2008, and December 5, 2008, when the system was switched to Mode 4 operation.
On June 18, 2008, BEPC performed a ramp test on the electrolyzer cell stacks. The ramp
test was performed to establish a baseline of performance of the cell stacks for comparison to
later ramp tests performed on the cell stacks as a measure of cell stack degredation. To perform
the ramp test, an input signal was sent via the dynamic scheduling software, thereby inducing
DC current to the cell stacks at a controlled level. As shown in Table 2 and corresponding to
Figures 23 and 24, the 125-minute ramp test involved applying current to the cell stacks and
measuring the corresponding hydrogen production rate at each step in liters per hour. The ramp
test began at the minimum current for these cell stacks (175 amps) and was ramped up to a
maximum of 430 amps, then dropped back down to 175 amps, each step being approximately
10%. The resulting ratio of hydrogen output to current input for Ramp Test 1 for Cell Stacks 1
and 2 was 37.61 and 37.60 liter per hour per amp, respectively. This ratio was the benchmark for
determining cell stack degradation in later ramp tests. At the time of Ramp Test 1, the cell stacks
had produced approximately 6,000,000 liters (535 kg) of hydrogen each (12,000,000 liters total).
Since the Hydrogenics system does not log runtime hours for system components, including the
cell stacks, actual runtime hours on the cell stacks could not be determined. The only method of
determining runtime hours on system components is to manually record the information from the
operator control panel.
On December 5, 2008, a second ramp test was performed to determine if any degradation
of the cell stacks had occurred (presumably from cycling the cell stacks up and down with the
wind). At the time of Ramp Test 2, the cell stacks had logged approximately 1200 hours of
runtime and had produced approximately 10,500,000 liters (950 kg) of hydrogen each
(21,000,000 liters total). The input signal pattern from the first test was repeated for Ramp
Test 2, and the hydrogen output was compared to the results of Ramp Test 1. The results of
Ramp Test 2 are summarized in Table 3 and Figures 25 and 26.
Data from Ramp Test 2 showed that the hydrogen production ratio (liters per hour/amp of
DC current) for Cell Stacks 1 and 2 was 37.61 and 37.55, respectively.
Beginning on December 5, 2008 (after ramp Test 2 was performed), the intention was to
operate the hydrogen system using Mode 1 protocol as described in the feasibility study section
Table 2. Ramp Test 1 Data
Analog Signal
to Stacks
Stack 1 Current
(DC amps)
Stack 2 Current
(DC amps)
Stack 1
H2 Output
(L/h)
Stack 2
H2 Output
(L/h)
0.76 175 175 6598 6593
0.76 177 173 6597 6584
0.80 214 216 8060 8174
0.80 215 214 8094 8109
0.84 259 260 9760 9765
0.84 260 258 9773 9793
0.88 303 303 11,401 11,339
0.88 305 303 11,462 11,242
0.92 343 346 12,922 13,054
0.92 345 347 13,025 12,872
0.96 386 388 14,539 14,483
0.96 391 388 14,691 14,660
1.00 432 430 16,249 16,167
1.00 426 432 16,052 16,239
0.96 391 387 14,576 14,555
0.96 386 390 14,627 14,594
0.92 344 345 12,926 12,972
0.92 343 347 12,896 13,043
0.88 301 304 11,318 11,330
0.88 305 303 11,485 11,517
0.84 260 261 9776 9753
0.84 260 259 9773 9695
0.80 217 216 8154 8079
0.80 216 214 8125 8163
0.76 175 176 6572 6581
0.76 176 174 6613 6574
of this report. Unfortunately, because of the issues with the heating system and other system
sensors, the system was only operated in Mode 1 for approximately 7 days from December 23
through December 30, 2008.
During the 7 days of Mode 1 operation, the hydrogen system produced approximately
3,300,000 million liters (295 kg) of hydrogen. Figure 27 shows the hydrogen production profile
during this period and its relationship with the Wilton Wind Farm output.
On December 30, 2008, the system was put into an idle state until consumption dictated
production of hydrogen. Prior to ―idling‖ the system on December 30, 2008, a third ramp test
was performed using the same protocol and input signal pattern at the previous two ramp tests.
Results from Ramp Test 3 are shown in Table 4 and Figures 28 and 29.
Figure 23. Ramp Test 1 results (Cell Stack 1).
Figure 24. Ramp Test 1 results (Cell Stack 2).
Table 3. Ramp Test 2 Data
Analog Signal
to Stacks
Stack 1 Current
(DC amps)
Stack 2 Current
(DC amps)
Stack 1
H2 Output
(L/h)
Stack 2
H2 Output
(L/h)
0.76 177 177 6593 6551
0.80 176 177 6680 6638
0.84 220 220 8197 8184
0.88 263 263 9901 9947
0.92 305 306 11,540 11,506
0.96 350 350 13,150 13,163
1.00 393 392 14,797 14,928
0.96 426 394 16,052 14,817
0.92 393 394 14,811 14,863
0.88 350 349 13,141 13,113
0.84 306 307 11,489 11,521
0.80 263 263 9874 9903
0.76 220 220 8304 8239
0.76 177 177 6685 6602
Figure 25. Ramp Test 2 results (Cell Stack 1).
Figure 26. Ramp Test 2 results (Cell Stack 2).
Figure 27. Graph of wind farm output to corresponding hydrogen production.
Table 4. Ramp Test 3 Data
Analog Signal
to Stacks
Stack 1 Current
(DC amps)
Stack 2 Current
(DC amps)
Stack 1
H2 Output
(L/h)
Stack 2
H2 Output
(L/h)
0.76 174 176 6615 6592
0.80 216 218 8238 8124
0.84 263 263 9884 9852
0.88 307 306 11,466 11,478
0.92 347 348 13,058 13,105
0.96 392 393 14,770 14,770
1.00 430 426 16,157 16,123
0.96 392 393 14,722 14,738
0.92 346 348 13,095 13,155
0.88 304 303 11,449 11,452
0.84 260 262 9836 9800
0.80 219 218 8270 8196
0.76 175 174 6622 6538
Figure 28. Ramp Test 3 (Cell Stack 1).
Data from Ramp Test 3 showed that the hydrogen production ratio (liters per hour/amp of
DC current) for Cell Stacks 1 and 2 was 37.73 and 37.57, respectively.
Figure 29. Ramp Test 3 results (Cell Stack 2).
Upon completion of Ramp Test 3 and in anticipation of ―idling‖ the system, the hydrogen
system was operated at full output on December 31, 2009, to fully fill the on-site storage so
fueling of project vehicles could continue to be performed. Once on-site storage was filled to
capacity, the system was put into the ―idled‖ state.
To summarize the total system production during the project, Figures 30 and 31 are
provided and represent hydrogen production in both liters and kilograms from the start of
operation through December 2008. From February 12, 2008, through December 31, 2008, the
system produced a total of just less than 26,000,000 liters (2320 kg). A chronological summary
of the hydrogen production is provided in Appendix E.
As the graphs show, the hydrogen production system saw limited operation during the
project year, primarily because of equipment malfunction, component failure, and system
alarming.
Education and Outreach Activities
Given a project of this novelty, it was not surprising that many occasions existed for
providing the general public, as well as more technically inclined individuals, with an
opportunity to understand the many facets of this project.
Over the course of the project, both EERC and BEPC personnel participated in numerous
events showcasing the project and the hydrogen-capable pickups, described in the End-Use
Activities section, such as the North Dakota State Fair, the dedication of the EERC’s National
Center for Hydrogen Technologies building, and local energy workshops and electric
cooperative events.
Figure 30. Total hydrogen production in liters.
Figure 31. Total hydrogen production in kilograms.
In most cases, the hydrogen pickups were either trailered or driven on gasoline to the
events and idled on hydrogen at the events to increase people’s awareness of hydrogen-related
technologies.
End-Use Activities
On-Road Platform
Although not a part of the original project scope, procurement and operation of end-use
vehicles was the chosen alternative to venting or flaring the hydrogen produced.
For this end-use purpose, BEPC and the EERC evaluated both internal combustion engine
(ICE) conversion and fuel cell technologies. Based on cost, availability, and platform flexibility,
BEPC chose to pursue the ICE conversion vehicle platform. BEPC selected AFVTech,
Incorporated (AFVTech), of Phoenix, Arizona, to perform conversions on three Chevrolet
Silverado 1/2-ton pickups (Figure 32).
Two of the converted pickups were purchased by BEPC. The other pickup is owned by the
state of North Dakota, which donated its use for the project.
The BEPC-owned pickups are utilized as corporate vehicles and are typically driven daily.
The state-owned pickup is stationed at the NDSU NCREC and is used for education and
outreach and, to a limited extent, for daily running.
The conversion of the pickups (performed by AFVTech) involved the addition of eight gas
injectors to the intake manifold and custom programming of the factory powertrain control
Figure 32. Photo of one of the converted pickups.
module (PCM). The AFVTech system used the factory-installed PCM to maintain correct
operational standards. The PCM programming was modified to accept this new calibration,
which allowed the engine to operate on gasoline, E85, or hydrogen. AFVTech did not install a
secondary PCM because the complexity of the program structure within the factory-installed
PCM far exceeds any aftermarket unit. OBD2 compliance, transmission function, and body
control functions would be affected if a secondary PCM were installed. AFVTech used
sequential fuel injection (one injector per cylinder) as the basis for introducing fuel into the
engine. Fuel injection allows for precise air fuel control. No factory-installed sensors on the
converted vehicle were disconnected, and no signal was created to defeat the check engine light.
Hydrogen was stored in three tanks (located in the pickup box), each having a storage
capacity of 2.2 kg at 5000 psi resulting in a total onboard storage capacity of 6.6 kg at 5000 psi.
Unfortunately, at the time of the vehicle retrofits, the only available pressure relief valves were
only rated for 3500 psi. For this reason, the project vehicles were only filled to a pressure of
3500 psi. The storage tanks were purchased from Structural Composite Industries and were
constructed of aluminum and wrapped with carbon and fiberglass. Hydrogen is delivered to the
engine at a lesser pressure through regulators and stainless steel piping. For safety reasons, two
hydrogen gas detectors were installed, one in the engine compartment and one in the pickup box.
Figure 33 shows the hydrogen storage tanks and associated regulators and piping.
Off-Road Platform
In addition to the three pickups, Butler Machinery Company of Minot, North Dakota,
provided a Caterpillar Challenger MT525B tractor to NDSU for engineering students to convert
Figure 33. Photo of the hydrogen storage in the pickup box.
to operate on a hydrogen/diesel blend. The engine in the tractor was a 3056E Caterpillar, six
cylinder, direct fuel injection with electronic over mechanical control, and was turbocharged
with air-to-air charge air cooler. Figure 34 is a photograph of the tractor and Figure 35 shows the
hydrogen piping and flow control.
The NDSU students used one storage tank (located at the front of the tractor) of the same
construction as the pickups and delivered the hydrogen to the engine via the air intake. Since a
diesel engine operates by compression ignition as opposed to spark ignition, the hydrogen must
be fumigated into the engine with the air intake.
PROJECT SUMMARY AND LESSONS LEARNED
General Observations
Hydrogen production facilities require unique siting considerations to both operate a safe
system and satisfy often uninformed local officials and the general public. The siting
requirements and safety codes and standards are new and evolving, and anyone planning to
install a hydrogen system should spend sufficient time becoming familiar with not only the codes
and standards but also local requirements.
Because some of the components of the hydrogen production system, specifically the ISO
container and storage assembly, were extremely heavy, and significant funds were spent on the
design and construction of the site, mainly the concrete slab.
Figure 34. Photo of the converted NDSU tractor.
Figure 35. Photo of tractor piping and flow control.
Dynamic Scheduling System
The distance between the wind energy source and the hydrogen facility had no significant
impact on ability to follow wind energy production: Communication times for the entire
communications path were typically 2 seconds or less. This time was determined by sending a
clock signal from the wind data source terminal to the electrolyzer and back to the wind data
source location. The difference between the time value returned and the current time of the
sending clock was calculated then divided by 2 to determine the communication time for a one-
way signal transmission. This time included server processing time, time through the Internet
and Internet service provider, time for communications to pass through a leased T1 line, and the
utility internal communications links. The actual physical distance for the communication path
from the utility data source to the server to the electrolyzer site was in excess of 200 miles.
VPN Internet connection worked well and was reliable with no downtime: No downtime
for the VPN Internet connection was observed during the study. We were aware of only one
event related to the Internet service during the study period. The local Internet provider e-mail
system did not forward e-mails (alerts and alarms) from the ION meter located at the hydrogen
site for a time period estimated at approximately a week. The VPN communications link itself
remained in service throughout that time period.
Response and communications were within requirements necessary to be considered real-
time operations: The total time between receipt of wind production information from the source
to proportionate hydrogen production level/energy utilization requested was typically less than
9 seconds. The electric system area operator’s, Western Area Power Administration’s WAPA’s,
requirements for considering data communications as real time depends on the size of the unit
being monitored. For larger plants, 10 MW or larger, real-time data systems are required to poll
and update data every 4 seconds or less. For smaller plants, less than 10 MW, real-time data
systems are required to poll and update data every 1 minute or less. The electrolyzer load was
approximately 200 kW with approximately 165 kW of that as schedulable. Thus communications
and response complied with WAPA’s real-time requirements for that size schedulable load.
System Operation
Minimum cell stack operation limited the reality of operating on wind energy: At the
direction of Hydrogenics, the electrolyzer was not operated below 43% of full load or
approximately 71 kW (at full production the cell stack power requirement is approximately
165 kW). This requirement somewhat defeated the concept of operating the electrolyzer on wind
energy, in that at times maintaining the cell stack at 43% required significant supplemental
power from the grid. Lowering the minimum requirement would allow a wider range for
controllable production scheduling and a more legitimate claim of ―renewable hydrogen.‖ The
main concern regarding lowering the minimum cell stack requirement was to eliminate or
minimize the potential for hydrogen to be present in the oxygen stream, causing nuisance alarms
to shut down the system.
Electrolyzer output response to control signal input was linear and consistent: The
electrolyzer hydrogen production output and associated power consumption followed the input
control signal quite well with only moderate delay between the sending of a new control level
and response of the unit. The output responded to the control signal within 3 to 7 seconds with a
typical response of 4+ seconds. Consistent output values were observed. Figure 36 shows a
typical pattern of control signal and system response.
Balance-of-plant loads varied considerably depending on climate control requirements:
Balance-of-plant loads for the electrolyzer site (i.e., all electric loads other than the electrolyzer
stacks) included the auxiliary processes for hydrogen production as well as compressing and
storing hydrogen. This also included auxiliary heating and cooling for the electrolyzer site, heat
tracing for water supply and drainage lines, the fire detection and alarm system, ship-to-shore
connection to the standby generator, and miscellaneous site needs such as lighting.
Although the entire balance-of-plant load was a variable load, the heating system
represented the most significant variation (Figure 37).
No apparent cell stack degradation took place as a result of following the wind: In an
attempt to measure cell stack degradation, if it occurred, three ramp tests were performed. The
ratio of hydrogen produced in liters per hour to current input in amps was the benchmark used to
determine the existence and magnitude of cell stack degradation. Based on the ramp tests, no
significant reduction in the hydrogen production ratio could be ascertained.
Figure 36. Example of wind farm output control signal and hydrogen production (as a % of full
output).
Figure 37. Comparison of balance-of-plant electrical load during summer and winter.
Additional logging of system operation data would have enhanced the research results:
Both BEPC and EERC were disappointed in the lack of data collected and stored. Two specific
areas were the most missed:
1. Hydrogenics as part of its normal programming, does not included runtime hours and
cycle counts as part of the stored information data sets. In past experience, these data
are very useful to evaluate system performance, troubleshoot equipment failures, and
proactively perform component maintenance. The only method available on this system
was to manually record runtime hours from the operator interface on-site. This proved
to be an inefficient solution since the system was for the most part operated unattended.
In future systems, it would be useful to not only make available runtime hours and cycle
counts at the operator interface but also record that information for long-term reference
and analysis.
2. Communication between the dispenser and the main system PLC was achieved with a
pseudo local area network. This allowed access to the dispenser when remotely
connecting to the main PLC, but no long-term information from the dispenser was
recorded or stored. An additional complication was that the dispenser PLC and the main
PLC were not of the same make. BEPC attempted to find a retrofit solution to be able to
pass the dispenser information to BEPC’s server, but concern was expressed about
installing and tying in an additional piece of equipment in the dispenser, which was a
classified area. Therefore, BEPC did not pursue a solution any further. In the future, it
would be useful to be able to store pertinent dispenser-related information long term.
In retrospect, these two issues would have best been mitigated by installing a PC on-site to
use as a local network server.
End-Use Platforms
Converted ICE vehicles were chosen over fuel cell-based vehicles primarily based on cost.
A secondary consideration was availability. Our experience regarding both ICE and fuel cell
vehicles is that availability, performance, and reliability were being overstated by the industry at
the time the project was pursuing vehicle purchases.
Specifically regarding converted ICE vehicles, the project team found that several
companies offered vehicles, but upon requesting pricing and availability information, many
could not deliver a vehicle in any reasonable time frame.
Although most reasonably priced, the ICE vehicle conversions were not without issue. The
converted ICE vehicle is expected to operate on a gaseous fuel with far different combustion
characteristics than its native fuel, liquid gasoline. Project vehicles exhibited significant power
loss, most of which could be gained back with the installation of a supercharger. In addition, the
vehicles experienced predetonation under certain driving conditions.
CONCLUSIONS
Although the project experienced tremendous delays that resulted in less than desired
operational time, several conclusions can be made:
The equipment sector of the hydrogen industry (based on project and experience and
discussions with others procuring equipment) needs to improve most facets of their
product, including delivery of product on time, delivery of a product consistent with
market expectations, providing a product requiring less operator attendance, and
continuing to find ways to reduce the capital cost of equipment.
The hydrogen production system operated during this project required considerable
operator presence to maintain a high hydrogen production rate. Justified or not, both
BEPC and EERC personnel had expectations that this system would require limited
operator attendance, which was not our experience.
The dynamic scheduling system, as proposed and briefly used, will work on a utility-
scale application with due considerations given to the electrolyzer design operating
condition restrictions.
The electrolyzer response (both in rate of hydrogen production and in power usage) in
relation to the input control signal was predictable and rapid enough to act as a
counterpart to mitigate most of the intermittent and variable energy characteristics
associated with a wind energy source.
The dynamic scheduling system would work best with multiple unit wind farms using
newer technology wind turbines. The electric production variations from this type of
source would be moderated by the diversity associated with multiple units and by the
kinetic energy management capabilities available in newer wind turbine technology.
Older technology turbines would present larger and more frequent variations to follow.
Figure 38 shows the production pattern of the three wind farms considered for the wind
source.
Figure 38. Comparison of the output of the three wind farms.
APPENDIX A
WIND-TO-HYDROGEN FEASIBILITY STUDY
APPENDIX A
WIND-TO-HYDROGEN FEASIBILITY STUDY Wind-to-Hydrogen Feasibility Study
August 11, 2005 Mr. Ron Rebenitsch Manager, Member Marketing Basin Electric Power Cooperative 1717 East Interstate Avenue Bismarck, ND 58503 Dear Mr. Rebenitsch: Subject: Final Report Entitled “Wind-to-Hydrogen Feasibility Study”
Enclosed please find the subject final report. If you have any questions, please call me at (701) 777-5120, fax at (701) 777-5181, or e-mail at [email protected].
Sincerely,
Darren D. Schmidt Research Manager
DDS/jlb Enclosure
WIND-TO-HYDROGEN FEASIBILITY STUDY Final Report Prepared for: Mr. Ron Rebenitsch Manager, Member Marketing Basin Electric Power Cooperative 1717 East Interstate Avenue Bismarck, ND 58503
Prepared by:
Darren D. Schmidt Chad A. Wocken
Kerryanne M. Leroux Bradley G. Stevens
Kirk D. Williams Rhonda R. Hill
Energy & Environmental Research Center
University of North Dakota PO Box 9018
Grand Forks, ND 58202-9018
2005-EERC-08-06 August 2005
i
TABLE OF CONTENTS LIST OF FIGURES ....................................................................................................................... iii LIST OF TABLES......................................................................................................................... iv EXECUTIVE SUMMARY ............................................................................................................ v
INTRODUCTION/BACKGROUND............................................................................................. 1
PROJECT GOAL AND OBJECTIVES ......................................................................................... 1 Feasibility Report Objectives ................................................................................................ 2
PROJECT DESCRIPTION AND CONCEPT................................................................................ 2 System Operation .................................................................................................................. 3 Equipment Selection ............................................................................................................. 4 Dynamic Scheduling ............................................................................................................. 8 Mode 1 – Scaled Wind.......................................................................................................... 9 Mode 2 – Scaled Wind with Off-Peak .................................................................................. 9 Mode 3 – Full Wind .............................................................................................................. 9 Mode 4 – Full Wind with Off-Peak .................................................................................... 10 Minimum Required Electrolyzer Energy Input................................................................... 10 Control Software ................................................................................................................. 10 Control Hardware................................................................................................................ 12 Wind Energy Analysis ........................................................................................................ 13 Gas Production Analysis ..................................................................................................... 14 Economic Analysis.............................................................................................................. 14
SAFETY CODES AND STANDARDS....................................................................................... 16
PERMITTING AND SITE LOGISTICS...................................................................................... 23 Permits................................................................................................................................. 23 NEPA.............................................................................................................................. 23 NDSU ............................................................................................................................. 24 Local ............................................................................................................................... 24 Inspections........................................................................................................................... 25 Fire.................................................................................................................................. 25 Electrical......................................................................................................................... 25 Logistics .............................................................................................................................. 25 Utilities ........................................................................................................................... 25 Electric............................................................................................................................ 25 Water .............................................................................................................................. 25 Sewer .............................................................................................................................. 25
Continued . . .
ii
TABLE OF CONTENTS (continued)
PRODUCT END USE.................................................................................................................. 26
FUEL CELL-POWERED VEHICLES ........................................................................................ 26
HYDROGEN HYBRID INTERNAL COMBUSTION ENGINE ............................................... 31
HYDROGEN INTERNAL COMBUSTION ENGINE................................................................ 31
CONVERSIONS .......................................................................................................................... 32 CNG/HCNG/Gasoline......................................................................................................... 32 Hydrogen/Gasoline or Diesel .............................................................................................. 33 Hydrogen/CNG ................................................................................................................... 33 CNG/Gasoline ..................................................................................................................... 34
CONCLUSIONS .......................................................................................................................... 35
REFERENCES ............................................................................................................................. 36 PERMIT APPROVALS ................................................................................................Appendix A
iii
LIST OF FIGURES 1 Project map ............................................................................................................................. 4 2 Hydrogen production facility at NDSU NCREC.................................................................... 5 3 Hydrogen production system plan view ................................................................................. 5 4 Hydrogen production system elevation .................................................................................. 6 5 Hydrogen production system three-dimensional .................................................................... 6 6 Process flow diagram.............................................................................................................. 7 7 Mode 1 – scaled wind ........................................................................................................... 10 8 Mode 2 – scaled wind with off-peak..................................................................................... 11 9 Mode 3 – full wind................................................................................................................ 11 10 Mode 4 – full wind with off-peak ......................................................................................... 12 11 Estimated H2 cost and H2 produced for each mode .............................................................. 17 12 Sensitivity of H2 production cost to peak electricity price ................................................... 17 13 Sensitivity of H2 production cost to electrolyzer price ......................................................... 18 14 Sensitivity of H2 production cost to electrolyzer life............................................................ 18
iv
LIST OF TABLES 1 Annual Wind Energy Production and Electrolyzer Power Requirement.............................. 13 2 Annual Hydrogen and Oxygen Production........................................................................... 14 3 Calculation of H2 Production Cost........................................................................................ 15 4 Derived Codes and Standards for Hydrogen Systems .......................................................... 19 5 Hydrogen System Distance Requirements for Outdoor Exposure ....................................... 24 6 Commercial Hydrogen Vehicle Options and Capabilities.................................................... 26 7 End-Use Vehicle Report ....................................................................................................... 27
v
WIND-TO-HYDROGEN FEASIBILITY STUDY EXECUTIVE SUMMARY A feasibility study was conducted to assess the potential for a wind-to-hydrogen project to provide a platform for the development of dynamic scheduling of wind power for hydrogen production and provide a working example to help facilitate the future development of renewable-based hydrogen energy. The project is proposed to be installed at the North Dakota State University (NDSU) North Central Research Extension Center located near Minot. Electrolytic hydrogen production is proposed for refueling vehicles. The electric power is dispatched from various wind turbine sites owned by Basin Electric Power Cooperative. Operation will include testing and experimentation of “real world” operational scenarios given wind scheduled power. Stuart Energy was the selected vendor for the hydrogen refueling station technology. The unit is sized to provide 30 Nm3/hr and includes 100 kg of storage capacity. The station would have the capacity to fuel a regularly operated bus or a small fleet of vehicles. Utilization of North Dakota state fleet vehicles for hydrogen retrofit will most likely be pursued. AFV Tech was identified as the most likely supplier for hydrogen vehicle technology. Retrofits for Chevrolet 3500 express vans are estimated to cost $40,000. Hydrogen fumigation technology options are a lower-cost second choice. All other hydrogen-based vehicle options are significantly more expensive. Vehicle operation will include automatic switch-over capability to gasoline. Study for dynamic scheduling was determined and economics evaluated. Four modes of operation were selected. Mode 1 includes a relative zero-net effect on the grid by the scaling of hydrogen production with power production from the turbines. Mode 2 is a modification of Mode 1 to include utilization of off-peak power to supplement wind-generated power. Mode 3 includes improved economics by the operation of the electrolyzer at full capacity and only curtained when wind-generated power is unavailable; Mode 4 is Mode 3 modified to accept off-peak power. The software and hardware required to conduct the testing will include a Power Measurement ION® Enterprise system. The economics for the wind-generated power at 30 Nm3/hr equate to approximately $20/gallon equivalent to gasoline for Mode 1 and $10/gallon equivalent to gasoline for Mode 4. Certainly, a larger-scale electrolyzer could produce economics closer to $3/gallon; however, the capital costs for such a unit are not within the budgetary scope for this project. A sensitivity analysis revealed that the best-case scenario costs could yield a production price for hydrogen of $4.06/kg and a worst-case of $46.54/kg. The project will comply with all relevant safety standards, and procedures for construction approvals have been identified and are in process. A case is justified to follow National Fire Protection Association Standard 52 and recommendations from the U.S. Department of Energy (DOE) provided in Table ES1. A National Environmental Policy Act permit is currently in process with DOE. Formal approval has been granted to construct on the property of NDSU. Zoning has been reviewed with the adjacent city of Minot. The local fire marshall has been notified, even though a permit is not required. Underwriters Laboratories and Occupational Health and Safety Administration requirements have been reviewed with the local electrical inspector and provisions are being made to assure that Stuart Energy will deliver equipment that
vi
complies with the inspector’s requirements. Adequate electric, water, and sewer utilities are currently available at the project site. The logistics, economics, process description, and operation are described in this feasibility study. The project is positioned to provide an excellent platform for the development of dynamic scheduling of wind power for hydrogen production and provide a working example to help facilitate the future development of renewable-based hydrogen energy. Table ES1. Annual Hydrogen and Oxygen Production Operational Mode
Total Input Power to Electrolyzer,
kWh/year
Estimated Annual Hydrogen Production,
kg
Estimated Annual Oxygen Production,
kg 1 504,191 8,129 65,032 2 760,042 12,990 103,920 3 1,021,408 18,228 145,824 4 1,104,733 19,719 157,752
1
WIND-TO-HYDROGEN FEASIBILITY STUDY INTRODUCTION/BACKGROUND In an effort to address the hurdles of wind-generated electricity and support development of electrolysis technology, the U.S. Department of Energy (DOE) awarded Basin Electric Power Cooperative (BEPC) a contract to investigate a wind-to-hydrogen system. Through this effort, BEPC, with the support of the Energy & Environmental Research Center (EERC), is evaluating the technical and economic feasibility of dynamically scheduling wind energy to power an electrolysis-based hydrogen production system. The capital costs of electrolysis systems and the current fossil fuel-dominated electric mix in the United States have limited the widespread adoption of electrolysis technology for hydrogen production. Technology development of electrolysis systems and integration with low-cost, low-emission or renewable energy sources will be necessary for the technology to be competitive with conventional fossil fuel energy production. Advances in technology have reduced the cost of wind-generated electricity in many wind-rich areas of the United States; however, significant development of these resources has not occurred. Two factors, wind’s intermittency and transmission capacity limitations, make it difficult to supply the wind-generated electricity to market, thereby slowing investment. This project will demonstrate an application of hydrogen production from wind energy. The economics and feasibility of dynamic scheduling will be addressed, and outreach from the fueling of vehicles will be completed. This report outlines the feasibility of the project for future implementation. PROJECT GOAL AND OBJECTIVES The goal of this program is to research and demonstrate the production of a hydrogen stream from an electrolysis system using dynamically scheduled wind power and to quantify the savings associated with dynamically scheduled wind utilization. The result of successful completion of the demonstration would include improved energy self-sufficiency, economic development in rural areas with high wind resources, technology advancements in electrolysis and hydrogen delivery systems, and the creation of a local hydrogen supply to support further hydrogen end-use technology development, including fuel cell fleet vehicles. Further, if a new wind energy source can be utilized locally to create end-use products such as hydrogen or fertilizer, than costly interstate transmission lines to move power from remote wind generation projects can be avoided. New wind projects can then be completed based on local demand for end-use products and not impacted by siting, permitting, and construction of transmission lines. A specific objective of this program is to develop a better understanding of the advantages, challenges, and technical hurdles related to dynamically scheduling wind power from geographically disparate locations to power a hydrogen production facility. Another objective is
2
to evaluate the operational considerations of hydrogen production and delivery systems, especially under non-steady-state operating conditions induced from dynamic scheduling. Further research into the marketing and use of the resulting hydrogen is also part of this endeavor.
Feasibility Report Objectives This feasibility study provides the preliminary design and economic analysis from which to evaluate the merit of proceeding with the design, construction, and operation of the demonstration system. Based on the data provided in this report, DOE will have sufficient data to authorize BEPC to proceed with acquisition of major equipment to expedite the construction of the wind-to-hydrogen facility. This report is a working document and will be revised as information becomes available from detailed system design and economic analysis. A revised feasibility study will be prepared in advance of construction to provide for appropriate review by DOE. PROJECT DESCRIPTION AND CONCEPT The wind-to-hydrogen pilot project is a multiphase effort. The first phase is ongoing and consists of the technical and economic feasibility study. The primary components of this Phase 1 investigation include the following:
• NEPA analysis/determination – BEPC will complete the National Environmental Policy Act (NEPA) requirements. The feasibility study includes NEPA submittal and environmental review of the proposed system. This project will initially accomplish conceptual design, preliminary design, and NEPA determination for the proposed demonstration project large-scale development.
• Equipment selection – A firm cost estimate will be developed for the electrolyzer,
hydrogen-fueling station, and building structures (if necessary) and telecommunications needs/equipment for dynamically scheduling power. The optimum equipment will be selected to maximize efficiency of cost and production. Alternative experimental storage will be pursued if economically viable.
• Detailed design – Site, building, fueling station, storage, and telecommunications
designs will be developed for the components and subsystems. Emphasis will be placed upon design of a durable and reliable system, assuming a 10-year project life.
• Economic sensitivity – An economic sensitivity analysis will be performed to evaluate
various project approaches and variances for performance of the final design.
BEPC continues to proceed with the engineering documentation and verification for dynamic scheduling of wind power to the electrolyzer. The EERC is developing the predesign necessary to verify that the proposed electrolyzer, hydrogen-fueling station, and wind turbine
3
comply with the project objectives. Additionally, the EERC is developing general design criteria for performance and cost estimates. Experimental forms of storage are being explored and evaluated. In general, the study evaluates options in terms of cost and physical application, thereby providing documentation of project decisions for future planning. Upon approval from DOE, the second phase of the program will include equipment acquisition, construction, and demonstration of the full-scale, dynamically scheduled hydrogen production facility. In general, the project consists of dynamically scheduling wind from two wind farms in North Dakota plus a possible third wind project now planned near Bismarck, North Dakota. Two turbines (2.6-MW nameplate capacity) are located south of Minot, North Dakota, along U.S. Highway 83. The second wind farm is located near Edgeley, North Dakota, and consists of 27 turbines (40-MW nameplate capacity). The third wind project would consist of 33 turbines with a nameplate of 49.5 MW. A hydrogen production system will be located at the North Dakota State University (NDSU) North Central Research Extension Center (NCREC) south of Minot, North Dakota, capable of producing hydrogen at a rate of 30 Nm3/hr at maximum rating. A map illustrating the location of the wind turbines and hydrogen production system are provided in Figure 1. The system consists of an electrolysis unit, water treatment, chiller, hydrogen storage, control system, and fuel-dispensing station. A plan view of the NDSU NCREC, where the hydrogen production system will be located, is provided in Figure 2. Conceptual plan view, elevation, and three-dimensional drawings of the equipment are provided in Figures 3–5, respectively. Initial equipment design and specification have been coordinated with Stuart Energy. It is anticipated that their responsibility to the project will include supply of the hydrogen production system and technical support for installation and operation. A general process block flow diagram of the system is provided in Figure 6.
System Operation One of the main objectives of the wind-to-hydrogen demonstration project is to gain operational experience with the electrolyzer system with a variable electrical energy source (in this case, wind energy). This will be achieved by dispatching, in near-real time, electricity from BEPC’s existing wind turbines in North Dakota to the electrolyzer located south of Minot. The hydrogen fueling system will be assembled and tested off-site at the vendor’s facility and then delivered to our prepared project site for installation. Upon completion of system installation, the hydrogen-fueling system will be operated for a period of time to perform start-up and shakedown procedures as well as provide operational training to project personnel. This phase is anticipated to require no more than 2 weeks. Once the vendor and operational personnel are satisfied that personnel have been sufficiently trained and the start-up and shakedown period has been completed, the hydrogen fueling system operation will be transitioned into one of several operational modes. Each operational mode represents a unique but representative “real-world” scenario.
4
Figure 1. Project map.
Equipment Selection Equipment selection is driven by economics, conversion efficiency experience of the supplier, and an ability to provide a complete refueling station. The primary equipment and cost for the wind-to-hydrogen project is the electrolytic hydrogen production system. The goal of the project is to demonstrate the feasibility of producing a hydrogen stream from an electrolysis system using dynamically scheduled wind power. Since the project will focus on research
5
Figure 2. Hydrogen production facility at NDSU NCREC.
Figure 3. Hydrogen production system plan view.
6
Figure 4. Hydrogen production system elevation.
Figure 5. Hydrogen production system three-dimensional.
7
Figure 6. Process flow diagram.
8
regarding the dynamic scheduling of wind and vehicle fleet fueling, a commercial electrolytic hydrogen production system is desired that will prove reliable. High reliability of the electrolyzerfueling station will enable project activities to focus on the economic study for scheduling wind power and enable successful vehicle fueling activities while avoiding hydrogen production maintenance. Also, within estimated funding, the largest hydrogen production module was sought to document the most favorable economies of scale. Equipment suppliers were selected based on the ability to provide at least 30 Nm3/hr of hydrogen. A request for quotation (RFQ) was prepared and sent April 15, 2005, with responses provided within 2 weeks. The companies targeted and responding to the RFQ included Proton Energy Systems, Stuart Energy, Norsk Hydro, and Teledyne. Submitted quotations are confidential; therefore, only general information can be reported. All of the above-referenced companies were listed in an overview of electrolytic hydrogen production technology provided by National Renewable Energy Laboratory (NREL) (Archer Energy Systems, 2005). The NREL summary provided background information on commercial suppliers, performance, and economics. Norsk declined to bid, but all other bidders provided prices within a similar range (approximately $1,000,000) for a complete refueling station. Stuart was the only company to offer a complete package, where Teledyne and Proton would only supply the electrolyzer, with compression, storage, and dispensing provided by others. Stuart was found to have a significant number of refueling station installations compared to Teledyne and Proton. Proton was the only company to propose more than one electrolyzer to meet the output requirement. Also, Proton is the only company building large solid-polymer electrolyte electrolyzers. Stuart and Teledyne offer bipolar alkaline electrolyzer technology. Stuart Energy was selected as the preferred technology supplier. The quotations showed little difference in price or major technology components; therefore, the basis for selecting Stuart was the demonstrated experience—Stuart’s systems being the most efficient performers—and the ability of the company to provide a complete package. Stuart also provided contractual payment flexibility unique to the funding scenario for the project, which was not offered by other suppliers.
Dynamic Scheduling A key component to the successful demonstration of this project is the dynamic scheduling of the wind energy’s variable output to the electrolyzer. The dynamic scheduling system will receive an output signal from the wind farm, process this signal based on the operational mode, and dispatch the appropriate amount of power to the electrolyzer. When both systems are connected through the local power grid, multiple distinct control scenarios can be utilized. The system design currently contains four control “modes” and has the potential to add additional modes as needed. The four modes chosen for this demonstration project are based on anticipated needs of larger-scale development projects that might be initiated as a result of this study. The four operational modes being considered for use during the demonstration are:
• Mode 1 – scaled wind • Mode 2 – scaled wind with off-peak
9
• Mode 3 – full wind • Mode 4 – full wind with off-peak
Mode 1 – Scaled Wind
As the mode title indicates, Mode 1 represents delivery of power to the electrolyzer scaled such that the maximum wind power is scaled to match the maximum load of the electrolyzer. This mode would imitate a scenario where the electrolyzer would be directly connected to a small wind turbine. For example, if the electrolyzer represents an electrical load of 150 kW and the dynamical scheduling software is monitoring wind turbine output of 1500 kW, the resulting maximum delivered power to the electrolyzer would be 150 kW, or the hourly delivered power would be the measured wind farm output in kW times 0.1. The power generation and delivery pattern would not be changed, only the magnitude. Because the electrolyzer requires a minimum input of 25% of rated power, when the scaled wind energy is less than this value, the electrolyzer will be run at the 25% minimum value. In this demonstration project, the electrolyzer has a much smaller energy requirement than even a single wind turbine, so to simulate this scenario, the maximum wind energy can be multiplied by a scale factor of k (k < 1) to correspond to the maximum electrolyzer energy input. A time delay is shown between the time the analog output signal is updated and the value when the available turbine power is read. This value can be set based on the response time of the electrolyzer to changes in hydrogen production levels. Figure 7 displays the software decision flowchart for Mode 1.
Mode 2 – Scaled Wind with Off-Peak
Mode 2 will consist of operating the system under the Mode 1 (scaled wind) scenario with the addition of utilizing off-peak power to supplement the wind energy (if needed) during the hours of 11 p.m. to 7 a.m. Off-peak power will be delivered to the electrolyzer to supplement the wind energy up to the maximum electrolyzer load (150 kW). Figure 8 displays the software decision flowchart for Mode 2.
Mode 3 – Full Wind
Mode 3 is the nonscaled version of Mode 1; that is, the actual power output from the wind farm will be dispatched to the electrolyzer up to the maximum electrolyzer load (150 kW). Wind power greater than 150 kW will be delivered to the electrical grid as it normally would. This mode will mimic the scenario where the electrolyzer is operated by a utility-scale wind turbine or wind farm. Unlike Modes 1 and 2, the wind turbine(s) in Modes 3 and 4 are not scaled to match the electrolyzer and, therefore, generate more electricity than can be utilized by the electrolyzer. As a result, Modes 3 and 4 produce two products, hydrogen and electricity. Figure 9 displays the software decision flowchart for Mode 3.
10
Mode 4 – Full Wind with Off-Peak Mode 4 can be thought of in two ways: either as the nonscaled version of Mode 2 or as Mode 3 with the addition of off-peak power. Mode 4 represents operating the electrolyzer in a “maximum utilization” scenario. Figure 10 displays the software decision flowchart for Mode 4.
Minimum Required Electrolyzer Energy Input
The Stuart SESF electrolyzer requires a minimum input energy for proper operation. When wind levels are below this value, the electrolyzer can be run either at no output or be provided its required minimum input value from integrated system energy sources, regardless of whether off-peak pricing is available. The minimum electrolyzer input value is approximately 25% of its rated full input energy. Because the electrolyzer has a relatively long warm-up time, it is generally not practical to shut it down, so for this demonstration project, the electrolyzer will be run at a minimum of 25% rated power (standby mode) at all times possible.
Control Software The software chosen for the supervisory control and data acquisition (SCADA) system used for dynamic scheduling, control, and monitoring of the electrolyzer is the Power Measurement (PWRM) ION Enterprise® 5.5. BEPC will provide support and maintenance of the system because it has dedicated support staff experienced with this product. A server separate from other BEPC systems will be utilized for this project. Remote access to the server and
Figure 7. Mode 1 – scaled wind.
11
Figure 8. Mode 2 – scaled wind with off-peak.
Figure 9. Mode 3 – full wind.
12
Figure 10. Mode 4 – full wind with off-peak. software will be provided to the EERC to facilitate development of dynamic scheduling programming, data analysis, and future control and monitoring of the system. The PWRM ION Enterprise 5.5 software collects and analyzes data, provides communication and control regarding dynamic scheduling, and interfaces with other energy management and SCADA systems through multiple communication channels and protocols. A primary function of the SCADA system is to accept digital data from the wind turbines and the electrolyzer and provide output data that is used to set the power input level of the electrolyzer. Data monitoring will be done in real time, and historic data can be stored in an structured query language (SQL) database. Graphical data reports are produced in Microsoft Excel™ format for energy consumption and power quality as well as customized user-defined quantities. Alarms can be created and set to alert via a variety of methods, including an operator’s workstation, pager, or e-mail.
Control Hardware A PWRM ION meter/remote terminal unit (RTU) will be used at the electrolyzer site for control, measurement, and communication. It will be Web-enabled and integrate with ION Enterprise 5.5, as well as other energy management and SCADA systems. It will have multiple communication channels and protocols and will be capable of accepting digital inputs and providing digital output and analog output signals.
13
Wind Energy Analysis To develop hydrogen production estimates for each of the operational modes, wind energy production estimates had to first be generated. Actual production data were available and were used to estimate both wind energy and hydrogen production. Actual wind farm production data for 2004 was used from the wind farm located near Kulm and Edgeley, North Dakota. This wind farm will likely be the wind energy generation source for the demonstration. The wind farm production data was provided by BEPC in the form of total hourly output in kW for the wind farm which consists of 27 wind turbines. The total hourly output was divided by the number of wind turbines (27) to obtain a nominal single turbine hourly output.
In 2004 the Kulm/Edgeley wind farm produced 5,041,928 kWh, resulting in a capacity
factor of 38%. Following the operational protocol described in the System Operation section, the estimated electric energy delivered ranges from approximately 500,000 kWh/year in Modes 1 and 2 to 1,020,000 kWh/year in Modes 3 and 4, with an additional 83,000 kWh/year in Mode 4 and 256,000 kWh/year in Mode 2 being provided as off-peak electric energy. As a result, it is estimated that the total electric energy delivered to the electrolyzer will range from approximately 500,000 kWh/year in Mode 1 to 1,100,000 kWh/year in Mode 4. Table 1 summarizes the estimated annual power supplied to the electrolyzer by wind energy and off-peak energy for each operational mode.
Traditionally for this type of analysis, a wind-monitoring site would be used to derive the wind energy production estimates. This monitoring data would then be used to extrapolate the 40-m wind speed up to the wind turbine hub height for use in estimating the hourly wind turbine output in kW. Using the wind turbine power curve, the estimated wind turbine output is derived for each hour by using the wind turbine power at the corresponding 65-m wind speed. Once the hourly wind turbine output for each hour is estimated, the output values are totaled to obtain an estimated annual wind turbine production in kWh. This number is then reduced by 5% to adjust to 95% availability.
Monitoring data from the monitoring site at Edgeley was used to support the results coming from the actual wind farm data. Using the method described above, the 2004 data from the Edgeley monitoring site resulted in an estimated wind turbine power production of 4,989,685
Table 1. Annual Wind Energy Production and Electrolyzer Power Requirement Operational Mode
Input Power to Electrolyzer from Wind,
kWh/year
Input Power to Electrolyzer from Off-Peak,
kWh/year
Total Input Power to Electrolyzer,
kWh/year 1 504,191 NA 504,191 2 504,191 255,851 760,042 3 1,021,408 NA 1,021,408 4 1,021,408 83,326 1,104,733
14
kWh annually. The estimated generation very closely corroborated the estimates based on actual wind farm production data.
Gas Production Analysis Based on the energy production of each mode, both hydrogen and oxygen production was estimated assuming a linear relationship between power input to the electrolyzer and gases generated. Estimated annual hydrogen production ranged from approximately 8,000 kg in Mode 1 to 20,000 kg in Mode 4, and estimated annual oxygen production ranged from approximately 65,000 kg in Mode 1 to 158,000 kg in Mode 4. Table 2 summarizes the estimated annual hydrogen and oxygen production for each operational mode.
Economic Analysis The economics of this feasibility study were based on the potential cost of producing hydrogen in comparison to the current price of gasoline, estimated at $2/gal in the Midwest (Energy Information Administration, 2005b). It is generally accepted that 1 kg H2 is approximately equal to 1 gal of gasoline in its available energy content (Archer Energy Systems, 2005). Therefore, all costs were estimated on a per-kg-H2 basis. Table 3 summarizes the cost of hydrogen production calculated for each mode. As described in the Dynamic Scheduling and Wind Energy Analysis Sections, the electrolyzer, which represents a 150 kW load, will be operated in concert with available wind energy and will likely consume between 500,000 and 1,100,000 kWh per year. The balance of the hydrogen fueling system (i.e. balance of plant) will include but not be limited to the compression system, heaters, lights, and system controls and will be operated on grid power. The balance of plant is approximately 20 kW at full load. To derive an electrical usage, the assumption was made that the balance of plant would consume approximately 100,000 kWh annually and that usage would be divided evenly between peak and off-peak times. For the purposes of the economic analysis, the costs for electricity were assumed to be $0.066/kWh for on-peak energy and $0.035/kWh for off-peak energy. These values were determined based on supply chain cost input from BEPC and by BEPC’s member cooperatives Central Power Electric Cooperative (CPEC) and Verendrye Electric Cooperative (VEC). The electricity pricing assumptions reflect actual cost that would apply to service provided to an Table 2. Annual Hydrogen and Oxygen Production Operational Mode
Total Input Power to Electrolyzer,
kWh/year
Estimated Annual Hydrogen Production,
kg
Estimated Annual Oxygen Production,
kg 1 504,191 8,129 65,032 2 760,042 12,990 103,920 3 1,021,408 18,228 145,824 4 1,104,733 19,719 157,752
15
Table 3. Calculation of H2 Production Cost
Item Unit Mode 1 Scaled
Mode 2 Scaled and Off-
Peak Mode 3
Maximum
Mode 4 Maximum and
Off-Peak Peak price $/kWh 0.066 0.066 0.066 0.066
Scaled power kWh/yr 504,191 504,191 1,021,408 1,021,408 Balance of plant kWh/yr 50,000 50,000 50,000 50,000
Scaled cost $/yr 36,577 36,577 70,713 70,713 Off-peak price $/kWh 0.035 0.035 0.035 0.035
Off-peak power kWh/yr – 255,851 – 83,326 Balance of plant kWh/yr 50,000 50,000 50,000 50,000
Wind Energy Generation/ H2 Fueling System Usage
Off-peak cost $/yr 1,750 10,705 1,750 4,666 H2 fueling system $, installed 1,300,000 1,300,000 1,300,000 1,300,000
Service life yr 10 10 10 10 Conversion cost $/yr 130,000 130,000 130,000 130,000
H2O required gal/yr 24,386 38,969 54,684 59,156
H2O cost $/yr 417 481 496 511
H2 kg/yr 8,129 12,990 18,228 19,719
H2 Generation
O2 kg/yr 65,032 103,920 145,824 157,752
Power $/kg H2 4.71 3.64 3.98 3.82
Conversion $/kg H2 15.99 10.01 7.13 6.59
Water $/kg H2 0.05 0.04 0.03 0.03 Cost
Total $/kg H2 20.76 13.68 11.13 10.44 industrial customer having a comparably sized electric load in VEC’s service area near Minot. BEPC and its member cooperatives each serve different roles in the delivery of electric energy:
• BEPC serves as the generator of electricity and delivers this electricity through the
high-voltage electrical transmission system to regional delivery point substations.
• CPEC is responsible for taking delivery of electricity at the regional substations and provides the sub-transmission “wheeling” of the wholesale electricity to the local distribution system delivery point substation.
• VEC in turn provides the local distribution system delivering the electricity to the retail
customer. The capital cost of the hydrogen fueling system and the utility cost of water consumed were incorporated into the analysis as well. The hydrogen fueling system cost, derived from a price quote provided by Stuart Energy, as well as site preparation and installation will total $1.3
16
million. A 10-year service life is assumed, resulting in an annual cost of $130,000 to produce hydrogen from water via electrolysis. Rural water rates in Minot (Minot Area Development Corporation, 2003) were used in estimating water requirement costs. The price of electrolysis has the most influence on the hydrogen production cost, constituting 65%–80% for all modes. Peak electricity comprises 20%–35% of the production cost. The off-peak electricity is 5% the cost of hydrogen for Mode 2 and 1% for Mode 4. Water usage contributes less than 0.3% to the final cost of hydrogen. Figure 11 gives a graphical representation of each mode for estimated hydrogen production cost and quantity of hydrogen produced. It shows the influence of large capital and small operating costs, as the price to generate hydrogen becomes more economical with increased annual production.
Sensitivity analyses were performed to illustrate the effect of peak electricity price, hydrogen fueling system price, and hydrogen fueling system service life on the cost of producing hydrogen. Hydrogen production costs were studied over a range of $0.025/kWh to $0.100/kWh for the peak electricity price, shown in Figure 12. Changes in cost deviated −21% to 18% from baseline values given in Table 2 for all modes. The capital hydrogen fueling system price was varied over a range of $1.0 million to $1.6 million, Figure 13. The range of deviation in the cost of producing hydrogen was +/−18% from the baseline.
The economics amortize the price of the hydrogen fueling system over the span of expected service life. For this analysis a baseline service life of 10 years was recommended by the supplier because of the research nature of the project. However, it is expected that through proper equipment operation and maintenance that a significantly longer service life could be realized, thereby improving the economics of hydrogen production, as illustrated in Figure 14. Based on this sensitivity analysis, a service life of 5 years resulted in an increase in hydrogen cost of approximately 71% from the baseline. Should the service life be extended out to 20 years, the hydrogen production cost could be reduced from baseline values by an average of 36%. Under these conditions, the cost of hydrogen for Mode 4 could be reduced to $6.88/kg H2. SAFETY CODES AND STANDARDS The codes and standards necessary to regulate hydrogen usage are in a very early stage of development, much earlier than is the case for natural gas or gasoline, according to an Idaho National Engineering and Environmental Laboratory (INEEL) report (Cadwallader and Herring, 1999). The report further stated that the standard most similar to compressed hydrogen storage and dispensing was National Fire Protection Association (NFPA) Standard 52 for compressed natural gas (CNG). Therefore, hydrogen codes and standards can be built upon those in place for methane as a transportation fuel, since these are both lighter-than-air gases with low spark ignition energies for deflagration. Hydrogen codes and standards will have to take into account the unique physical, ignition, and combustion characteristics of hydrogen gas. For example, 40CFR68 Chemical Accident Prevention Provisions, the release point and the explosion end point distance are compared to the release point/site boundary distance to determine if the public could be exposed to the explosion end point’s 1 psi overpressure.
17
Figure 11. Estimated H2 cost and H2 produced for each mode.
Figure 12. Sensitivity of H2 production cost to peak electricity price.
18
Figure 13. Sensitivity of H2 production cost to electrolyzer price.
Figure 14. Sensitivity of H2 production cost to electrolyzer life.
19
A guide was generated by the DOE Office of Energy Efficiency and Renewable Energy (EERE) addressing the need for hydrogen codes and standards (Energy Efficiency and Renewable Energy, 2004). Within the guide, EERE provides a list of existing codes and standards both generalized and specific to hydrogen that affect the current design, installation, and operation of a hydrogen facility. The codes or standards particular to this project are summarized in Table 4.
Table 4. Derived Codes and Standards for Hydrogen Systems (Energy Efficiency and Renewable Energy, 2004) Issue Fuel Supply and Storage Requirement Description Identification and Labeling of Storage Containers
Manifold gaseous hydrogen supply units shall be marked with the name “HYDROGEN” or a legend such as “This unit contains hydrogen” in accordance with CGA.a
Structural support Permanently installed containers must be provided with substantial supports, constructed of noncombustible material securely anchored to firm foundations of noncombustible material. Compressed gas containers, cylinders, tanks, and systems shall be secured against accidental dislodgement.
Shutoff Valves A shutoff valve is required for containers and piping to equipment. Protection from Impact Guard posts or other approved means shall be provided to protect storage
tanks and connected piping, valves, fittings; dispensing areas; and use areas subject to vehicular damage. Container valves shall be protected from physical damage.
Security and Access by Authorized Personnel
Areas used for the storage, use, and handling of compressed gas containers, cylinders, tanks, and systems shall be secured against unauthorized entry and safeguarded in an approved manner.
Containers Hydrogen storage containers shall be designed, constructed, and tested in accordance with applicable requirements of the ASMEb Boiler and Pressure Vessel Code and DOTc regulations.
Separation from Hazardous Conditions
Aboveground storage of flammable and combustible liquids or liquefied oxygen shall be located on ground higher than the hydrogen storage, except where diking, diversion curbs, grading, or a separating solid wall is provided to prevent liquids accumulation within 50 ft of the hydrogen container.
Fueling Station Piping and Equipment Location
Refueling station systems and equipment shall not be located beneath or where exposed to failure of electric power lines or to piping containing any class of flammable or combustible liquid, other flammable gases, or oxidizing materials.
Bonding and Grounding Equipment, containers, and associated piping shall be electrically bonded and grounded. Containers and systems shall not be located where they could become part of an electrical circuit nor used for electrical grounding.
a Compressed Gas Association. b American Society of Mechanical Engineers. c U.S. Department of Transportation. continued . . .
20
Table 4. Derived Codes and Standards for Hydrogen Systems (Energy Efficiency and Renewable Energy, 2004) (continued) Issue Fuel Supply and Storage Requirement Description Materials Materials shall be approved for hydrogen service in accordance with
ASME B31.3 for the rated pressure, volume, and temperature of the gas transported. Gray, ductile or malleable cast-iron pipe, valves and fittings shall not be used.
Joints Joints on piping and tubing shall be listed for hydrogen service, including welded, brazed, flared, socket, slip, or compression fittings. Soft solder joints are not permitted. Threaded or flanged connections shall not be used in areas other than hydrogen cutoff rooms or outdoors.
Valve, Gauge, Regulator, and Piping Component Materials
All valves, gauges, regulators and other piping components shall be listed or approved for hydrogen service for the rated pressure, volume, and temperature of the gas or liquid transported. Cast-iron valves and fittings shall not be used.
Testing After installation, all field-erected piping, tubing, and hose and hose assemblies shall be tested and proved hydrogen gas-tight for the rated pressure, volume, and temperature of the gas or liquid transported in that portion of the system.
Cleaning Before placing into hydrogen service, piping systems shall be cleaned. Pressure Relief Devices (PRDs)
Containers and portions of the system subject to overpressure shall be protected by PRDs.
Temperature-Corrected Fill Pressure Flow Shutoff
A shutoff device shall be required for stopping fuel flow automatically when a fuel supply container reaches the temperature-corrected fill pressure.
Connector Depressurization Transfer systems must be capable of depressurizing to facilitate disconnection and bleed connections leading to a safe point of discharge.
Compressed Gas Controls Controls shall be designed to prevent materials from entering or leaving process systems. Automatic controls shall be fail-safe.
Operating and Maintenance Vehicle Access Storage containers shall be accessible to mobile supply equipment at
ground level and to authorized personnel. Ignition Source Control Ignition sources shall be identified and kept out of the fueling area. Storage
and refueling areas must be kept clean and free of combustibles. Warning Signs A warning sign with the words “STOP MOTOR, NO SMOKING,
FLAMMABLE GAS” shall be posted at the dispensing station and in compressor areas.
Fire Prevention and Emergency Planning
A written fire prevention and emergency plan is required based on the size and location of the refueling station.
Regular Inspections Stationary containers shall be tested every 5 years, and cylinders shall be examined at each refilling. When containers are filled, PRDs shall be periodically examined externally for corrosion, damage, plugging of external channels, mechanical defects, and leakage.
a Compressed Gas Association. b American Society of Mechanical Engineers. c U.S. Department of Transportation.
21
As mentioned previously, few official standards currently exist for hydrogen use in vehicles. Therefore, standards for CNG were identified. The general CNG and equipment qualifications apply to pressurized system components handling CNG (National Fire Protection Association, 2002). Standards not mentioned in the EERE report focus on compression, storage, and dispensing systems as follows:
• General requirements
– The fueling connection shall prevent the escape of gas where the connector is not properly engaged or becomes separated.
– Compression equipment shall incorporate a means to minimize liquid carryover to
the storage system.
• Equipment installation
– Containers shall be protected by painting or other equivalent means where necessary to inhibit corrosion. Horizontally installed containers shall not be in direct contact with each other.
– PRDs shall have a set pressure not to exceed 125% of the service pressure of the
fueling nozzle it supplies.
– Regulators shall be designed, installed, or protected so that their operation is not affected by outdoor elements.
– Gauges shall be installed to indicate compression discharge pressure, storage
pressure, and fuel supply container fill pressure.
– Manifolds connecting fuel containers shall be fabricated to minimize vibration and shall be installed in a protected location or shielded to prevent damage from unsecured objects.
– A bend in piping or tubing shall be prohibited where such a bend weakens the pipe
or tubing.
– A joint or connection shall be located in an accessible location.
– The use of hose shall be limited to a vehicle fueling hose, inlet connection to compression equipment, and a section of metallic hose not exceeding 36 in. in a pipeline to provide flexibility where necessary. Each section shall be installed to protect against mechanical damage and readily visible for inspection.
– At public fueling stations, provision shall be provided to recycle gas used for
calibration and testing.
22
• Installation of emergency equipment
– The fill line on a storage container shall be equipped with a backflow check valve to prevent discharge of gas from the container in case of rupture of the line, hose, or fittings.
– Where excess-flow check valves are used, the closing flow shall be less than the flow
rating of the piping system that would result from a pipeline rupture between the excess-flow valve and the equipment downstream of the excess-flow check valve.
– An emergency manual shutdown device shall be provided at the dispensing area and
also at a location remote from the dispensing area. This device, when activated, shall shut off the power supply and gas supply to the compressor and the dispenser.
– Emergency shutdown devices shall be distinctly marked for easy recognition with a
permanently affixed legible sign.
– Breakaway protection shall be provided in a manner that, in the event of a pullaway, gas ceases to flow at any separation.
– A breakaway device shall be installed at every dispensing point. Such a device shall
be arranged to separate using a force <150 lb when applied in any horizontal direction.
• Vehicle fueling appliances (VFAs)
– VFAs shall be listed. – VFAs shall not exceed a gas flow of 10 scf/min or be installed within 10 ft of any
storage. The NFPA and the Occupational Safety and Health Administration (OSHA) specifically address hydrogen system requirements. The National Electrical Code (NEC), NFPA 70, focuses on electrical wiring from the meter to the load site. Hydrogen systems are classified as NEC Class I, Group B and require explosion-proof electrical systems. The NFPA 50A standard for gaseous hydrogen systems (National Fire Protection Agency, 1999) covers the requirements for installation where the hydrogen supply to the consumer originates outside the consumer premises and is delivered by mobile equipment. Requirements not mentioned in the EERE guide are as follows:
• Pressure relief devices – PRDs or vent piping shall be designed or located so that moisture cannot collect and freeze in a manner that would interfere with proper operation of the device.
• Equipment assembly – Installation of hydrogen systems shall be supervised by
personnel familiar with proper practices with reference to their construction and use.
23
• Operating instructions – For installations that require any operation of equipment by the user, instructions shall be maintained at operating locations.
• Maintenance – Each hydrogen system installed on consumer premises shall be
inspected annually and maintained by a qualified representative of the equipment owner.
• Clearance to combustibles – The area within 15 ft of any hydrogen container shall be
kept free of dry vegetation and combustible material.
• Caution – Personnel should be cautioned that hydrogen flames are practically invisible. NFPA standards are primarily a repetition of OSHA requirements. However, several specifications for gaseous hydrogen systems not mentioned previously are worthy of note as follows (Occupational Safety and Health Administration, 2005):
• Safety relief devices shall be arranged to discharge upward and unobstructed to the open air in such a manner as to prevent any impingement of escaping gas upon the container, adjacent structure, or personnel.
• For this system, a special room or inside buildings, exposed to other occupancies, is
permissible; however, it is preferred that gaseous hydrogen systems are located outside or in a separate building.
• The minimum distance from a hydrogen system of indicated capacity located outdoors,
in separate buildings, or in special rooms to any specified outdoor exposure shall be in accordance with Table 5 specific to this system.
PERMITTING AND SITE LOGISTICS As with any construction-type project, several permitting and inspection requirements must be met. In addition, this project required that utilities be brought to the system location. Appendix A contains permit approvals received at the time of this writing.
Permits
NEPA The EF1 Environmental Checklist was submitted online on March 23, 2005, for review by DOE. At the time of this writing, no results from DOE were available regarding the NEPA.
24
Table 5. Hydrogen System Distance Requirements for Outdoor Exposure Type of Outdoor Exposure Minimum Distance, fta
Building or Structure Wood frame construction 10 Wall Openings Not above any part of a system
Above any part of a system 10 25
Flammable Liquids Above Ground
0–1000 gallons In excess of 1000 gallons
10 25
Flammable Liquids Below Ground (0–1000 gallons)
Tank Vent or fill opening of tank
10 25
Flammable liquids below Ground (>1000 gallons)
Tank Vent or fill opening of tank
20 25
Flammable Gas Storage, Either High Pressure or Low Pressure
0–15,000 ft3 capacity 10
Oxygen Storage 12,000 ft3 or less Refer to NFPA 51b Fast-burning solids such as ordinary lumber, excelsior, or paper 50 Slow-burning solids such as heavy timber or coal 25 Open flames and other sources of ignition 25 Air compressor intakes or inlets to ventilating or air-conditioning equipment
50
Concentration of people in congested areas such as offices, lunchrooms, locker rooms, time-clock areas.
25
a These distances (except for wall openings, air compressors, and concentrations of people) do not apply where protective structures such as adequate fire walls are located between the system and the exposure. b NFPA 51: Standard for the Design and Installation of Oxygen–Fuel Gas Systems for Welding, Cutting, and Allied Processes.
NDSU
A formal request was submitted on May 10, 2005, to Mr. Bruce Bollinger of NDSU for approval to construct a concrete slab and place the hydrogen fueling station at the NDSU NCREC near Minot. Formal approval was granted by NDSU on June 9, 2005, via e-mail notification. A copy of the e-mail is included in Appendix A. Contractual details regarding property access and insurances are being negotiated between NDSU and BEPC.
Local The city of Minot does have a permitting process under which jurisdiction for this project falls. The subject property is zoned as “Public.” The city of Minot planning requirements dictate that the Minot Planning Commission review and approve any planned construction. A planning review document was submitted July 1 for review by the Planning Commission at its July 25 meeting. The City of Minot Planning Commission approved the permit request for the proposed hydrogen fueling system during the July 25 meeting.
25
Inspections
Fire Mr. Ray Lambert with the of North Dakota Fire Marshall’s Office was notified and provided with details regarding the project on March 11, 2005. Mr. Lambert indicated that the Fire Marshall’s Office does not issue permits but appreciated being informed about the project.
Electrical
On March 11, 2005, Mr. Ron Ihmels, District 4, North Dakota Electrical Inspector, was informed of the proposed project. Mr. Ihmels indicated that a qualified electrical contractor would need to be hired and the contractor would need to acquire the appropriate electrical permits. In addition, the hydrogen system will be required to have an Underwriters Laboratory certification or equivalent obtained from a nationally recognized testing laboratory (NRTL) as designated by OSHA. Stuart Energy will be utilizing Entela, Inc., an OSHA-approved NRTL, to perform the electrical certification on the hydrogen fueling system prior to delivery of the hydrogen fueling system.
Logistics
Utilities
In association with the proposed system, three utilities needed to be addressed: electrical service, water supply, and waste discharge.
Electric Electrical service will be brought to the site from the existing electrical service in accordance with electrical codes. The system electrical load requirements are 480-V AC nominal, 60-hertz, 3-phase power.
Water The electrolyzer/hydrogen fueling system requires water as a feed source to the electrolyzer. For this reason, rural water will be brought to the system site. The nominal feed water requirement at 100% capacity is 15 gal/min at a pressure between 20 and 50 psi gauge. The proposed system will only operate at 100% periodically.
Sewer The system being proposed has several discharge options, one of which is a zero-discharge option. Each discharge scenario has advantages and disadvantages. For this application, the zero-discharge option is the most appropriate to eliminate the need for sewer service and to limit the associated permitting requirements. This is because a sewer system is unavailable and because issues associated with environmental permitting must be minimized.
26
PRODUCT END USE This section reports the results for obtaining hydrogen-powered vehicles (or equipment) that use either fuel cell technology, hydrogen hybrid (coupled to an electric motor) internal combustion engine (HH-ICE) or hydrogen internal combustion engines (H-ICE), or multifuel (hydrogen/gasoline, hydrogen/diesel, or hydrogen/ CNG engine conversion units. In an effort to understand the details of using dry gaseous fuels in an ICE, CNG/gasoline conversion kits were also investigated. The options are delineated in Table 6. Most of the details for each option investigated were obtained through conversations with technical personnel from product manufacturers. Some of the individuals contacted also submitted informal proposals for review. These written proposals were received from Hydrogen Car Company (HCC) in California, Ford Motor Company in Michigan, AFVTech in Arizona, and Alternative Energy Products Laboratory Division of the Saskatchewan Research Council (SRC) in Saskatchewan. With the exception of the fuel cell-powered vehicles and the Ford E-450 Shuttle Bus, all conversions would be performed on customer-supplied vehicles. For warranty validation, this would necessitate transporting the vehicle to and from the manufacturer’s shop or a facility designated by the supplier of the conversion kit. The summary of results for the feasibility of vehicle procurement is included in Table 7. FUEL CELL-POWERED VEHICLES (FCVs) Fuel cell research is presently being conducted by most of the automotive or transportation manufacturers worldwide. Only a small percentage of these developers have progressed to the point of offering this technology for sale in the near term. Others are not as optimistic and are simply claiming ongoing development. In all cases, where a product is either available
Table 6. Commercial Hydrogen Vehicle Options and Capabilities Power Plant Type Fuel Capability Vehicle Platforms Fuel Cell Hydrogen only All lift trucks and smaller vehicles
more available than buses or cars. HH-ICE Hydrogen only and electric Bus H-ICE Hydrogen only Shuttle bus, trucks, cars Multifuel, CNG CNG, HCNG (hythane), switch-
over to gasoline capability Shuttle van, trucks
Multifuel, gasoline Hydrogen with switch-over to gasoline capability
GM 2500 truck
Multifuel, diesel Hydrogen with switch-over to diesel capability
GM 2500 truck
Multifuel, CNG/gasoline
Hydrogen with switch-over to CNG or gasoline capability
Chevrolet Express Van
Conversion Kits CNG/gasoline automatic switching GM and Ford engines
27
Table 7. End-Use Vehicle Report
Option Manufacturer/Supplier Description Cost Delivery
Time Fuel Cell (these vehicles operate using 100% hydrogen-powered fuel cells only)
Hydrogenics Corp./ GEM
Neighborhood Electric Vehicle
$25K–$30K 6 months
Hydrogenics Corp./ ePower Synergies,
Inc.
Commercial transports, lift trucks, and ice
refinishers; 4×6 Gator Delivery van
Lift truck: $150K Gator: $150K–$200K Delivery van: $250K
$500K
3–6 months
Astris Energi, Inc. Golf cart (alkaline fuel cell)
$30K 3 months
Quantum Technologies
Electric golf-cart style $25K plus cost of base vehicle
6 months
Clean-Tech LLC Quad ATV/light duty on- or off-road vehicle
$25K–$30K 3 months
Renewable Power Solutions
Quad/ATV (PEMa) Island golf cart (PEM)
Reva (FCVb)
$25K $20K
$32.5K
1 month 1 month
3–4 months
TransTeq LLC 12–22 passenger Ford FAST cutaway shuttle
bus 45-foot, 60-passenger
shuttle bus
$1M $1.2M
6–9 months
ISE Corporation 60-passenger full-size bus
$2M+ 6–8 months
HH-ICE (these vehicles operate using a 100% hydrogen-fueled ICE/electric motor hybrid system only)
ISE Corporation 60-passenger full-size bus
$850K 6 months
H-ICE (these vehicles operate using a 100% hydrogen-fueled ICE only; no switch-over fuel options are possible)
Ford Motor Company 8–12-passenger shuttle van
$250K for 2–3-year lease
9–12 months
TransTeq LLC 15–22-passenger FAST cutaway Ford shuttle van
$300K–$400K 6–9 months
Quantum Technologies, Inc.
Toyota Prius Shuttle Bus
$60K plus cost of vehicle
$200K–$250K for shuttle
6 months
12 months
a Proton exchange membrane. b Fuel cell vehicle.
continued . . .
28
Table 7. End-Use Vehicle Report (continued)
Option Manufacturer/Supplier Description Cost Delivery
Time ETEC GM 1500 HD Series
Pickup $120K–$130K plus
cost of truck 6
months HCC Ford Ranger, Explorer,
Freestar, F-150, Expedition SUV, or
Econoline van
$50K–$55K plus cost of vehicle
3 months
PowerTech Labs GM 1500 HD Series Pickup
Lease for $1.5K–$2K per month
9-12 months
CNG/HCNG/ Gasoline Conversions (these vehicles operate on a variable mixture of 100% CNG, or HCNG blend, and 100% gasoline with an automatic switch-over)
Collier Technologies, Inc.
Ford 5.4-L CNG platform;
GM platform in work
$12.5K plus cost of CNG vehicle
1 month
TransTeq LLC 15–22 passenger FAST cutaway Ford shuttle van
NA NA
Hydrogen/Gasoline Conversions (these vehicles operate on a variable mixture of 100% hydrogen and 100% gasoline, or diesel, with an automatic switch-over)
Alternative Energy Products Laboratory (a division of SRC)
GM 2500 or HD pickup trucks with 6.0-L
(modifications for diesel are in progress); capable
of switching between both fuel sources
automatically
$305K plus cost of vehicle (cost of two vehicles is $170K
each)
1 month
Hydrogen/CNG Conversions (these vehicles operate on a variable mixture of 100% hydrogen and 100% CNG, or gasoline, with an automatic switch-over)
AFVTech 2005/2006 Chevrolet Express Van with KL-5
heads; capable of switching between either
fuel sources automatically
$21K plus cost of vehicle and hydrogen storage tanks, which
are $15K–$20K. Total cost is $36K–$41K plus cost of vehicle
1-3 months
a Proton exchange membrane. b Fuel cell vehicle.
continued . . .
29
Table 7. End-Use Vehicle Report (continued)
Option Manufacturer/Supplier Description Cost Delivery
Time CNG/Gasoline Conversions (these vehicles will cold start on gasoline and can automatically or manually switch-over to CNG. After the CNG source is depleted, the vehicle will autoswitch to gasoline)
DRV/ECO Fuel Systems
Basic underhood conversions for select GM and Ford engines
$4.5K for basic kit plus CNG tanks ($3K–$5K each) all plumbing and installation ($2K–$3K)
1 month
Baytech Corp. Basic underhood fumigation conversion for older GM engines; direct, sequential-port
injection for GM engines with KL-5 heads
Fumigation: $3.5K Injection: $5K–$6K for CNG and $7K–$8K for
HCNG, plus cost of storage tanks and all
plumbing
1 month
Clean-Tech LLC Uses DRV/ECO and Baytech underhood
CNG kits
$10K plus cost of storage tanks and all
plumbing
1 month
Technocarb Equipment Ltd.
Basic underhood fumigation conversion for some GM engines; direct, sequential-port injection for some GM
engines with KL-5 heads
Fumigation: $1.7K–$3K.
Injection: $3K–$4K plus cost of storage
tanks and all plumbing
< 1 month
Hybrid Fuel Systems, Inc.
Simple underhood CNG delivery system for heavy-duty diesel
engines only
$4.5K plus cost of storage tanks and all
plumbing
< 1 month
Parnell USA, Inc. Basic underhood conversions for select Ford (5.4-L) engines
$8K–$10K with 16–18-GGE tanks,
$10K–$13K with 24–26-GGE tanks, plus cost of all plumbing
1 month
a Proton exchange membrane. b Fuel cell vehicle.
(0–6 months) or will soon become available (6 months to less than 1 year), the current projected costs are very high depending on the intended application of the vehicle. Small, short-range neighborhood type vehicles, golf carts, or scooters, can range between $25K and $50K. Hydrogenics Corporation in Canada and Global Electric Motorcars (GEM) in North Dakota have developed a demonstration neighborhood electric vehicle (NEV) that may be available soon for extended site demonstrations through ePower Synergies, Inc. (ePSI), of Illinois. Astris Energi, Inc., of Canada has placed alkaline fuel cell technology in a golf cart-type
30
vehicle that is currently available for about $30K, lower if ordered in quantity. Various European manufacturers claim to have fuel cell-powered scooters available for the local home market. ePSI claims to be familiar with at least four models that were displayed at the European EVS-21 Conference earlier this year; however, no current pricing or availability could be confirmed. The cost for material-handling equipment, delivery vehicles, and special purpose vehicles (lawn mowers, commercial transports, lift trucks, and ice refinishers) can range between $150K and $500K. Information from ePSI states the John Deere 4×6 Gator could be available for lease through Hydrogenics by the end of 2005 at a cost of $150K to $200K; a Hyster Class I lift truck would be available in 3 to 4 months at a cost of around $150K, also through Hydrogenics; TORO has developed a Greens Mower, but there is no current pricing or availability information; small delivery step-van-type vehicles are presently being demonstrated by Purolator Package Delivery Service in Toronto and within a year may be offered for sale at a cost between $250K and $500K; and based on conversations between the EERC and ePSI, a fuel-cell powered ePower-Olympia ice refinisher may soon find its way to North Dakota. Other types of fuel cell-powered equipment (backhoes, garbage trucks, and trolleys) are planned through ePSI and Hydrogenics; however, the funding sources are still being secured. Quantum Technologies is offering a fuel cell-powered utility vehicle that is suggested for use in an airport or university setting. A base electric, golf cart-type vehicle would be provided to Quantum Technologies, and for about $25K, Quantum Technologies will convert the vehicle to use a fuel cell. This conversion process is scheduled to be available by the end of 2005. Quantum Technologies has also developed a fuel cell-powered all-terrain, off-road vehicle. No further details are available on this vehicle. Clean-Tech LLC in California will soon be offering (end of summer 2005) a fuel cell-powered Quad ATV/light-duty vehicle for on- and off-road use at an estimated cost of $25K to $30K. Renewable Power Solutions (RPS), also in California, is offering two hybrid electric FCVs that target the personal outdoor activities market. The first vehicle is a four-wheel off-road all-terrain vehicle (ATV) that uses a PEM fuel cell combined with lithium or nickel metal hydride batteries. The cost of this vehicle is $25K, and it can be delivered in about 1 month after receiving the order with a deposit. The second FCV is known as a Special Edition Island Golf Cart that also uses a PEM fuel cell, costs just under $20K, and can be delivered in 4 weeks after receiving the order with a deposit. RPS is just beginning to enter into the highway vehicle market by introducing the Reva Car. This FCV is also a battery/electric hybrid manufactured in India and will be considered a low-speed vehicle in the United States, even though it is considered a highway vehicle in most other countries. The introductory price for this vehicle will be $32.5K free-on-board (FOB) Los Angeles and is expected to be available for delivery in 3 to 4 months. For full-sized, heavy-duty 12–60-passenger buses, the cost is extremely variable, ranging from $1M to $2M (or more). All FCVs being developed by the major automotive manufacturers are either no longer offered for sale or have strict conditions related to how and where the vehicle can be used. In the passenger bus industry ISE and TransTeq offer to sell a fuel cell-powered bus. TransTeq currently has a fuel cell version of the 12-to 22-passenger Ford FAST
31
cutaway shuttle bus available for around $1M, and a 45-foot, 60-passenger shuttle bus for $1.2 M. Delivery on either of these vehicles is 6 to 9 months from receipt of purchase order. ISE Corporation offers a large heavy-duty passenger fuel cell bus for $2M+; however, it is not yet available in large quantities, and delivery is in the 6- to 8-month time period. HYDROGEN HYBRID INTERNAL COMBUSTION ENGINE (HH-ICE OR H2-ICE) Very few possibilities were found for this configuration. ISE Corporation (in combination with New Flyer and SunLine Transit) was the only manufacturer that has an engine/vehicle platform currently offered for sale. This configuration uses a hydrogen-powered ICE (the Ford Power Products V-10) to generate electrical power that runs electric motors to power the vehicle. ISE offered a hydrogen hybrid full-sized bus for $850K with a 6-month delivery. This cost decreases to $700K with quantities of 10 or more and to $620K with 100 or more. HYDROGEN INTERNAL COMBUSTION ENGINE (H-ICE) This engine/vehicle system has a few more possibilities to offer than the other engine options previously discussed. The primary goal of this category is to bridge current gasoline ICE technology to FCVs. This concept will put hydrogen-powered vehicles on the road in the shortest time frame and in a more cost-effective manner than fuel cell technology alone. Ford is the only major automotive original equipment manufacturer (OEM) to offer a dedicated (100%) hydrogen-powered ICE/vehicle system, which is built as an E-450 shuttle bus. These shuttles would remain the property of Ford Motor Company because of their prototype status and would be made available only by a lease agreement for customer use during a period of 2 or 3 years. Ford will also retain all intellectual property. The shuttle bus cost is $250K for the entire 2-to 3-year lease term as determined by Ford and the customer. It is expected that 50% of the vehicle price will be payable within 30 days of the agreement signing, and the remainder will be due upon delivery. All hydrogen system-related maintenance will be the responsibility of Ford Motor Company. Ford will provide training on use of the hydrogen system and on diagnostics for the system. During the lease period, the customer will be responsible for all normal vehicle maintenance and upkeep as defined by the standard Ford warranty. The customer will be required to have special tools on hand, cost for which will be shared 50–50 with Ford. These tools will remain the property of Ford. Ford Motor Company will monitor all vehicle performance and usage during the lease period to ensure ongoing customer satisfaction and satisfactory vehicle operating performance. All of the vehicles will be equipped with a telematics system allowing monitoring of vehicle function and system function from a remote location. It is expected that the fleet customer will work with a third party to install and operate a hydrogen-fueling infrastructure. Ford's experience with similar demonstration projects has shown that fleet customer facilities with central fueling, storage, and maintenance are the key to a successful program. To keep operating and maintenance costs low, Ford is further requesting a minimum of five vehicles be leased in close proximity to each other. The final details of this portion of the request are not clear at this time, and Ford indicated it will not rule out any discussions by potential customers.
32
TransTeq is offering its version of a FAST cutaway Ford-chassis shuttle van that would seat 15 to 22 passengers in a dedicated hydrogen-powered ICE for between $300K and $400K based on a single, demonstration-class vehicle. Delivery is expected 6 to 9 months from receipt of the order, depending on the availability of parts. In addition, three non-OEM vehicle/engine developers were found to offer complete H-ICE systems for sale. These developers would be provided a specific vehicle/engine family package, and they would retrofit a complete, dedicated hydrogen combustion system to the base vehicle. Quantum Technologies, Inc., is currently producing 36 dedicated hydrogen-powered Toyota Prius vehicles for use across southern California. The cost of this platform is $60K excluding the base price of the new Toyota Prius (which is approximately $30K), and delivery would be anticipated for late 2005. Quantum Technologies has also indicated it may have the ability to offer a shuttle bus for sale in mid-2006 at a unit cost ranging from $200K to $250K. No further details were disclosed at this time. Electronic Transportation Engineering Corporation (ETEC) is currently offering a GM 1500 HD series full-size crew-cab pickup truck conversion to dedicated hydrogen power. The cost for this complete conversion, which would be done on a new or customer-supplied, 6.0-L V-8 vehicles, is between $120K and $130K with an estimated delivery by the end of 2005. This conversion is actually performed by Rouch Industries in cooperation with ETEC. Further investigation has shown that PowerTech Labs in Vancouver, British Columbia, could offer this same package as a lease for between $1500 and $2000 a month with an expected availability by the end of 2005, and delivery by early to mid-2006. Hydrogen Car Company (HCC) is currently working with the Ford engine/vehicle platform. Their currently developed platforms include the Ford Ranger, Explorer, Freestar, F-150 pickup truck, Expedition SUV, and Econoline van. HCC replaces the stock engine with a naturally aspirated 5.7-L V-8, modifies the existing computer program, and adds the hydrogen storage tanks and all associated electronics and hardware to make it run on a dedicated hydrogen fuel source. This conversion would be performed on a customer-supplied vehicle, and the proposed cost of converting one of these vehicles with a 5-gallon gasoline equivalent (GGE) would be between $50K and $55K. The project vehicle delivery is anticipated 3 months after receiving the order. CONVERSIONS
CNG/HCNG/Gasoline The systems investigated under this option use CNG, a blend of hydrogen and CNG known as HCNG or Hythane®, or gasoline. Hythane® is a trademarked term referring to either a 70/30 of 80/20 blend of CNG and hydrogen and is commonly referred to as HCNG. The CNG is blended with hydrogen at the pump station before the on-vehicle tank is filled, and this gas mix tank is usually at the standard CNG pressure, which is around 350 psi. A vehicle converted to
33
run on HCNG can be done for a lower cost than for pure hydrogen; however, in addition to a hydrogen source, a source of CNG is also required as is a mechanism to do the actual blending at the refueling site. The cost of the CNG and blending equipment was not obtained at this time. Most of Collier Technologies, Inc.’s (Nevada) current experience is with the Ford 5.4-L CNG engine. Collier Technologies’ technical people indicate they can convert any Ford vehicle with the 5.4-L dedicated CNG engine to run on CNG or HCNG. The single kit cost is $12.5K with the expected delivery about 1 month after the order is received. Since the base vehicle is already CNG-prepared, fuel storage tanks compatible with CNG/HCNG are part of the vehicle package and are on the vehicle. The HCNG conversion would use the same tanks since it does not require special storage tanks because of the low pressure of the blended gas. Collier Technologies further indicated it is currently working with Baytech Corp. to offer a CNG/HCNG/gasoline conversion kit for GM vehicles. At this time, no further information on this kit is available. TransTeq indicated that it would be able to offer its FAST cutaway Ford-chassis shuttle van in a CNG/HCNG-powered ICE at a lower cost than the dedicated hydrogen vehicles. However, at this time, no further information was obtained for this option.
Hydrogen/Gasoline or Diesel The Alternative Energy Products Laboratory Division of the SRC in Saskatoon, Saskatchewan, is currently offering a hydrogen/gasoline (or diesel) retrofit system that is designed for installation in GM 2500 series pickup trucks with a 6.0-L gasoline engine and also claims to be working on a similar system for the Duramax diesel engine if development can be successfully completed by the end of summer 2005. Either of these vehicles, on average, will substitute from 30% to 50% hydrogen for gasoline (or diesel), depending on the load. At idle and very light cruise, the vehicles operate on up to 100% hydrogen, while maximum power is supplied on 100% gasoline (or diesel), they are automatically switched to 100% gasoline (or diesel) upon depleting the hydrogen fuel tanks. These conversions would be done on customer-supplied late model (2003–2006) GM 2500 or 2500HD trucks equipped with a 6.0-L gasoline (or 6.6-L diesel) ICE. Each vehicle ordered would be equipped with a storage tank assembly (3.5-kg storage tank rated for 5 ksi fueling probe, quarter-turn valve, and a high-pressure regulator), tank enclosure, under-hood assembly (injectors, low-pressure regulator, and ground fault indicator valves), electronic control module, safety and instrumentation system (four hydrogen detectors, pressure, temperature, manifold pressure, and engine speed), and wiring harness (for 16 injectors, gas detection system, and safety shutdown system). The cost of this conversion would be approximately $305K (plus the cost of the vehicle) and would be completed about 1 month after receipt of the customer vehicle. Conversion of two vehicles lowers the cost to approximately $170K each, and delivery would be one a month.
Hydrogen/CNG AFVTech in Arizona is offering a hydrogen/CNG conversion on a customer-supplied 2005 or 2006 Chevrolet 3500 Express Van with a 6.0-L engine with the KL-5 cylinder head option. This conversion can be done on any van meeting the specifications given by AFVTech with less
34
than 30,000 miles or 1000 hours of operation. In addition to the vehicle, the customer must also supply the hydrogen storage tanks equivalent to a 6 or 7 GGE. Approximate cost for these tanks and configuring the tanks to the vehicle is $15K to $20K, with delivery of the tanks and modifications to the vehicle taking up to 2 months. AFVTech will supply the conversion system, pollution control module reprogramming, fuel injectors, all high-pressure plumbing and regulators, wiring, fuel selector switch and secondary fuel gauge, laptop computer with diagnostic programming, spark plugs and wires, and technician training. The cost of the conversion with components specified above is about $21K, and delivery would be within 1 month after receipt of the vehicle at AFVTech in Arizona.
CNG/Gasoline The systems discussed in this section are either underhood or complete conversion kits. The underhood kits consist of all hardware, plumbing, and electronics necessary to make the system functional. These kits do not include the low-pressure CNG fuel storage tanks, quarter-turn shutoff valves, plumbing to engine, or fueling probes with valves. The complete kits include everything needed to make the system fully functional. Most of the conversion kits offered start the engine on gasoline and switch to CNG after 90 seconds or until the induction system has reached a preset temperature. Two of the manufacturers (Technocarb Equipment and Baytech Corporation) offer both a fumigation system and a sequential, direct port injection system. The others offer only the sequential systems. The fumigation system introduces the CNG either before or after the carburetor, and the gas is drawn into the cylinders during the intake part of the ICE cycle. These systems are lower in cost and easier to install but suffer from several problems, including backfires and poor performance. The sequential direct-port systems inject the gas directly into each cylinder and are carefully metered and monitored by the onboard vehicle computer system. Performance is vastly improved, and backfires are virtually eliminated; however, installation is complex, and the kits are more costly. Most of the CNG conversion companies that were queried have tried some type of hydrogen injection or fumigation system and either stopped pursuing it or indicated they may return to hydrogen later. DRV Energy in Oklahoma combined with ECO Fuel Systems in British Columbia offers conversion kits for five GM engines (4.3-L, 5.3-L, 6.0-L, 6.8-L, and 8.1-L) and three Ford engine platforms (4.6-L, 5.4-L, and 6.8-L). The basic underhood kit costs $4500, and tanks cost anywhere from $3000 to $5000. Labor for installation by DRV Energy is about $1500. Turnaround time can be up to 1 month after receipt of the customer-supplied vehicle. Baytech Corporation in California offers the fumigation system conversion kits for older GM engines and the direct-port, sequential injection kits for GM engines with the KL-5 heads. Either conversion system is sold only to GM-certified shops. The fumigation system is sold as an underhood system only (without storage tanks and all the other components needed to make the system functional) and costs $3500. For the sequential system, the underhood system cost is $5000 to $6000 for CNG fuel and $7000 to $8000 for HCNG fuel. The estimated installed cost for a complete sequential system with tanks, valves, and plumbing is around $20K. Baytech technical staff claims its program can be optimized for only two fuels: either gasoline and CNG or CNG and HCNG. Thus a system using either of these two fuel combinations can be specified. Turnaround time can be up to 1 month after receipt of the customer-supplied vehicle.
35
Clean-Tech LLC in California uses DRV/ECO and Baytech CNG conversion kits for the specific GM engine platform. The installed cost of its underhood CNG conversion is around $10K plus the cost of the tanks, plumbing, and valves (shutoff and refill). Turnaround time can be up to 1 month after receipt of the customer-supplied vehicle. Technocarb Equipment Ltd. in British Columbia offers the CNG underhood fumigation system conversion for most GM vehicles at a cost of $1700 to $3000 and an underhood direct, sequential injection system for specific families of GM vehicles at a cost of $3000 to $4000. They do not offer any of the other parts needed to complete the system (storage tanks, fuel lines, refill valve, and quarter-turn shutoff valve). Availability of these kits is 1 to 2 weeks. A full system design with detailed costs for targeted GM vehicles would be available by contacting Carburetor and Turbo Systems in Minnesota. Hybrid Fuel Systems, Inc., in Georgia primarily offers an underhood CNG fuel delivery system designed for use on diesel engines. At this time, the engine platforms are heavy-duty diesel engines including Mack, Cummins, and International. The cost for an underhood kit would be about $4500 without storage tanks, fuel lines, refill valve, and quarter-turn shutoff valve. Turnaround time for converting the engine would be 2 to 3 weeks. This manufacturer expressed an interest in the possibility of developing an HCNG/diesel conversion system in the near future. BAF Technologies in Texas is offering complete CNG conversion kits on the Ford 5.4-L and 6.8-L and the GM 8.1-L engine platforms. Cost for the complete conversion system on a customer-supplied Ford vehicle is between $10K and $11K for 12- to 15-GGE tanks and around $17K to $18K for 30-GGE tanks. The GM 8.1-L with 50- to 60-GGE tanks would cost around $25K. Turnaround time can be up to 1 month after receipt of the customer-supplied vehicle. Parnell USA, Inc., in Arizona offers a complete CNG conversion kit for the Ford 5.4-L engine platform. The cost for a complete conversion depends on the basic tank storage capacity. A 16- to 18-GGE tank system would cost between $8000 and $10K, while a 24- to 26-GGE system would cost between $10K and $13K. Turnaround time can be up to 1 month after receipt of the customer-supplied vehicle. CONCLUSIONS It is anticipated that the wind-to-hydrogen project will provide an excellent platform for development of dynamic scheduling of wind power for hydrogen production and provide a working example to help facilitate the future development of renewable based hydrogen energy. The project has been fully described regarding equipment, layout, and concepts for testing. The location in Minot, North Dakota, will utilize electrolytic hydrogen production for refueling vehicles with electric power dispatched from various wind turbine sites owned by BEPC. Operation will include several shakedowns, and “real-world” operational scenarios given wind scheduled power. Stuart Energy was selected to provide the hydrogen refueling station sized to provide 30 Nm3/hr and including 100 kg of storage capacity. Regarding utilization, the capacity could fuel a regularly operated bus or a small fleet of vehicles. The most likely approach regarding vehicle fueling will be to retrofit North Dakota state fleet vehicles for hydrogen
36
operation with switch-over capability to gasoline. AFV Tech was identified as the most likely supplier for hydrogen fueling technology with the capability to retrofit Chevrolet 3500 express vans for approximately $40,000. Fumigation technology options would be a lower-cost second choice for fleet vehicles. All other hydrogen-based vehicle options were significantly more expensive. Study for dynamic scheduling was determined and economics evaluated. Four modes of operation were selected. Mode 1 includes a relative zero-net effect on the grid by scaling of hydrogen production with power production from the turbines. Mode 2 is a modification of Mode 1 to include utilization of off-peak power to supplement wind generated power. Mode 3 includes improved economics by operation of the electrolyzer at full capacity and only curtained when wind generated power is not available, and Mode 4 is Mode 3 modified to accept off-peak power. The software and hardware required to conduct the testing will include a PWRM ION Enterprise system. The economics for the wind-generated power at 30 Nm3/hr equate to approximately $20/gallon equivalent to gasoline for Mode 1 and $10/gallon equivalent to gasoline for mode 4. Certainly, a larger-scale electrolyzer could produce economics closer to $3/gal; however, the capital costs for such a unit are not within the budgetary scope of this project. A sensitivity analysis revealed that best-case scenario costs could yield a production price for hydrogen of $2.32/kg and a worst-case of $29.84/kg. The project will comply with all relevant safety standards, and procedures for construction approval have been identified and are in process. A case is justified to follow NFPA Standard 52, and recommendations from DOE are provided in Table 2. A NEPA permit is currently in process with DOE. Formal approval has been granted to construct on the property of NDSU. Zoning has been reviewed with the adjacent city of Minot. The local fire marshall has been notified, even though a permit is not required. UL and OSHA requirements have been reviewed with the local electrical inspector and provisions are being made to assure that Stuart Energy will deliver equipment that complies with the inspector’s requirements. Adequate electric, water, and sewer utilities are currently available at the project site. The logistics, economics, process description, and operation are described in this feasibility study. The project is positioned to provide an excellent platform for development of dynamic scheduling of wind power for hydrogen production and provide a working example to help facilitate the future development of renewable-based hydrogen energy. REFERENCES Archer Energy Systems, Inc. Report on the Commercial Electrolytic Production of Hydrogen; www.stardrivedevice.com/electrolysis.html (accessed June 6, 2005). Cadwallader, L.C.; Herring, J.S. Safety Issues with Hydrogen as a Vehicle Fuel; Idaho National Engineering and Environmental Laboratory, INEEL/EXT-99-00522, September 1999.
Energy Efficiency and Renewable Energy. Regulators’ Guide to Permitting Hydrogen Technologies: Hydrogen, Fuel Cells and Infrastructure; U.S. Department of Energy, Version 1.0, PNNL-14518, Jan 12, 2004.
37
Energy Information Administration. Weekly U.S. Retail Gasoline Prices, Regular Grade. U.S. Retail Gasoline Prices, www.eia.doe.gov/oil_gas/petroleum/data_publications/wrgp/ mogas_home_page.html (accessed June 3, 2005b). Minot Area Development Corporation. Minot Area Fact Book: Information and Statistics About the Minot Area; Minot, ND, September 2003, www.minotusa.com/. National Fire Protection Association. Compressed Natural Gas (CNG) Vehicular Fuel Systems Code; NFPA 52, 2002. National Fire Protection Association. Standard for Gaseous Hydrogen Systems at Consumer Sites; NFPA 50A, 1999. Occupational Safety and Health Administration. Hydrogen – 1910.103. U.S. Department of Labor, Regulations (Standards – 29 CFR), www.osha.gov/pls/oshaweb/owadisp. show_document?p_table=STANDARDS&p_id=9749 (accessed May 31, 2005).
APPENDIX A
PERMIT APPROVALS
APPENDIX B
SITE DESIGN DRAWINGS AND SAFETY-RELATED DOCUMENTS
APPENDIX B
SITE DESIGN DRAWING AND SAFETY-RELATED DOCUMENTS
Title Drawing No. Description Abbreviations and Symbols OAI-0001 Summary of abbreviations and symbols Specifications OGI-0001 Summary of general specifications Site Plan OGA-0001 Drawing of overall site Grading and Foundation Plan OCC-0001 Drawing of grading and foundation plan Sections and Details OCC-0002 Drawing of foundation details Floor Plan and Details OAA-0001 Drawing of site layout and pertinent details Mechanical Specifications OMI-0001 Summary of mechanical specifications Signs OMI-0002 Drawing of required site signage Process Flow Diagram OMF-0001 Drawing of overall system process flow Process and Integration Diagram OMF-0002 P&ID of overall system Process and Integration Diagram Schedule
OMF-0003 P&ID schedule
Mechanical Utilities Trench Layout OMP-0001 Drawing of system utility trench Mechanical Utilities Details OMP-0002 Drawing of system utility details Classified Zones and Physical Setbacks General Notes
OGI-0002 Summary of classification zones and physical setbacks
Physical Setbacks Elevations OAI-0002 Drawing of physical setbacks in elevation view Physical Setbacks Plan OAI-0003 Drawing of physical setbacks Gas and Flame Detection Coverage Requirements
OGI-0003 Drawing of gas and flame detection coverage requirements
Electrical Specifications OED-0001 Summary of electrical specifications Electrical Specifications OED-0002 Summary of electrical specifications (continued) Hydrogen Fueling System Grounding Plan
OEG-0001 Drawing of electrical grounding layout
Power Plan OEA-0001 Drawing of overall site electrical layout Hydrogen Refueling Station Equipment Flame Detection Additions Riser Diagram
6033-001 Control schematic of flame detection system
Flame Detection Additions Flame Detection Coverage Area
6033-002 Drawing of flame detection system coverage area
Flame Detection Additions Flame Detector Mounting
6033-003 Drawing of flame detector details
Flame Detection Additions Electrical Ladder
6033-004 Ladder diagram of the flame detection electrical system
Flame Detection Additions Instrumentation Wiring
6033-005 Drawing of flame detector wiring
Flame Detection Additions Light-Horn Assembly
6033-006 Drawing of light and horn wiring
Flame Detection Additions Enclosure Layout
6033-007 Drawing of flame detection system control panel
Failure Modes and Effects Analysis Report Hazard Identification & Risk Assessment Report
Rev : 0
FMEA(Failure Modes and Effects Analysis)
for
July 2006
Basin Electric Power Cooperative
Vehicle Fueling StationWind to Hydrogen
Minot, North Dakota
1 of 10
Severity Rating ScaleRating Description
10 Dangerously high9 Extremely high8 Very high7 High6 Moderate5 Low4 Very low3 Minor2 Very minor1 None
Rating Description 10987
654
32
1 Remote: Failure is unlikely
Failure would not be noticeable to the customer and would not affect the customer's process or product.
Potential Failure RateMore than one occurence per day for installed system (Cpk<0.33)One occurrence every three to four days for installed systems (Cpk≈0.33)One occurrence per week in installed systems (Cpk≈0.67)One occurrence every month or one occurrence in 100 events (Cpk≈0.83)
One occurrence every six months to one year or one occurrence in 10,000 events (Cpk≈.1.17)One occurrence per year or six occurences in 100,000 events (Cpk≈1.33).
One occurrence every three months or three occurences in 1,000 events (Cpk≈1/00)
Failure could injure the customer or an employeeDefinition
Failure would create noncompliance with federal / state / municipal regulationsFailure renders the unit inoperable or unfit for use
FMEA Rating Scale Guide
Occurrence Rating Scale
Failure causes a high degree of customer dissatisfactionFailure results in a subsystem or partial malfunction of the productFailure creates enough of a performance loss to cause the customer to complainFailure can be overcome with modification to the customer's process or product, but there is minor performance lossFailure would create a minor nuisance to the customer, but the customer can overcome it without performance loss.Failure may not be readily apparent to the customer, but would have minor effects on the customer.
One occurrence every one to three years or six occurrences in ten million events (Cpk≈1.67).
One occurrence in greater than five years or less than two occurences in one billion events (Cpk>2.00).
One occurrence every three to five years or 2 occurences in one billion events (Cpk≈2.00).
Very high: Failure is almost inevitableHigh: Repeated failure
Moderate: Occasional failure
Low: Relatively few failures
2 of 10
Rating Description10 Significant Uncertainty
of Hydrogen Station Status987
65
4
3
21
1. 2. 3. 4 5. 6.
7.
Scope of Analysis:
The Station FMEA is limited to an analysis of the integrated system and the components used to integrate the primary equipment. It is assumed that the manufacturers of the primary equipment (e.g. the fuel generator, storage module, dispenser, gas and flame detection, etc) have conducted an FMEA for their products and that the products will fail safe. It is further assumed that the product FMEA is available to the Owner of the station upon request.
At start -up, the Hydrogen Station will undergo a rigorous Pneumatic Pressure Test in accordance NFPA 52 and/or ASME B31.3 or the local equivalent.
System Responsewith Likely Awareness of Hydrogen Station Status
Closed loop control c/w indirect monitoring via Hydrogen Station sensors(mechanical relief valve and pressure sensors)Closed loop control c/w indirect monitoring via Hydrogen Station sensors and Hydrogen Station alarm(mechanical relief valve and pressure sensors that generate a low pressure alarm if valve doesn't re-seat)
Notification by an Hydrogen Station user (Vehicle Operator)
Interpretation of Sensor data at Power / Control / Communication Panel or Data Acquisition Computer
Manual Inspection without Test Equipment conducted by a Qualified Technician
Uncertainty of Hydrogen Station Status
Likely Awareness of Hydrogen Station Status Sensor input generates an Hydrogen Station alarm
DefinitionThird Party Notification of Event (Security Personnel / Employee / General Public)
Manual Inspection with Test Equipment conducted by a Qualified Technician
Detection / Prevention / Control Rating ScaleFMEA Rating Scale Guide
The Hydrogen Station will be maintained according to the prescribed Preventive and Predictive Maintenance Schedule as defined by the Vendor.For maintenance, the section of the Hydrogen Station taken out of service will be subjected to a leak test at working pressure with a suitable leak- detection solution and / or electronic leak-detection instruments when being returned to service.Given the above assumptions, the Detection / Prevention / Control Rating Scale is developed from the perspective of how well the Hydrogen Station detects, prevents, controls, andnotifies the Station Operator that an event has occurred. Therefore, redundant sensors or actuators with direct closed loop control and associated Hydrogen Station alarm is a much preferred response than the Station Operator finding out from a Third Party that an event has occurred at the Hydrogen Station.
System Responsewith Awareness of Hydrogen Station Status
Single sensor and / or actuator with direct closed loop control and associated Hydrogen Station alarmRedundant sensors and / or actuators with direct closed loop control and associated Hydrogen Station alarm
Rationale for Detection / Prevention / Control Rating Scale
All equipment and material is of high quality, compatible with usage in a hydrogen system.All manufacture and field installations will be conducted by certified technicians skilled in working with high-pressure piping and associate electrical and control systems.The Hydrogen Station is designed to safely handle the remedial impact of the events addressed in this FMEA.
3 of 10
Project : D06.012ene Basin Electric Power CorporationHydrogen Station
Rev : 0
Act
ions
Tak
en
SOV
OC
C
DET
R.P
.N.
1.1 1 generator, fuel generation of hydrogen by the electrolysis of water process
loss of electric power
*unit cannot generate hydrogen*h20 wetted componenets are vulnerable to freeze damage
8 * loss of electric power from the grid* failure of standby electricgenerator to start
5 * preventative maintenance of genset* system exercised regularly* system Master Control Panel is able to communicate fault conditions to Owner's central dispatch
5 200 1000
1 generator, fuel generation of hydrogen by the electrolysis of water process
fail safe shutdown by the supervisory control system
*unit cannot generate hydrogen
6 * wear and tear 6 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* system Master Control Panel is able to communicate fault conditions to Owner's central dispatch
5 180 1000
1.2 1 NO ball valve isolates flow of hydrogen from the fuel generator to the balance of the plant
leak at packing * high pressure hydrogen release to outdoors
2 * wear and tear* improper manufacture
1 * thoroughly tested during installation* preventative maintenance* infrequent use* limited h2 flow rate
9 18 1000
1 NO ball valve isolates flow of hydrogen from the fuel generator to the balance of the plant
leak at compression fitting
* high pressure hydrogen release to outdoors
2 * wear and tear* improper assembly
1 * thoroughly tested during installation* preventative maintenance* infrequent use* limited h2 flow rate
9 18 1000
1.3 1 NC needle valve c/w end plug
vent, injection and sample port in fuel line
leak at packing high pressure hydrogen release to outdoors
2 * wear and tear* improper manufacture
1 * thoroughly tested during installation* preventative maintenance* infrequent use* limited h2 flow rate* installed by a certified installer
9 18 1000
1 NC needle valve c/w end plug
vent, injection and sample port in fuel line
leak at compression fitting
* high pressure hydrogen release to outdoors
2 * wear and tear 1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* infrequent use* limited h2 flow rate
9 18 1000
1.4 1 3/8 in, 316 ss seamless tube c/w fittings
delivers h2 at 6000 psig from the fuel generator to the gas control panel
crack, break or loose fitting causing a minor leak
* high pressure hydrogen release to outdoors
2 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* limited h2 flow rate
9 18 1000
1 3/8 in, 316 ss seamless tube c/w fittings
delivers h2 at 6000 psig from the fuel generator to the gas control panel
crack, break or loose fitting causing a major leak
* high pressure hydrogen release to outdoors
8 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* limited h2 flow rate
8 64 1000
1 3/8 in, 316 ss seamless tube c/w fittings
delivers h2 at 6000 psig from the fuel generator to the gas control panel
crack, break or loose fitting causing auto-ignition fire
* h2 fire inside the station
10 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* limited h2 flow rate* limited h2 inventory* flame detection system shuts down all systems if a flame is detected* flame detection system calls out to fire department
2 20 1000
1.5 1 NO ball valve isolates flow of hydrogen from the fuel generator at the gas control panel
leak at packing * high pressure hydrogen release to outdoors
2 *wear and tear*improper assembly
1 * thoroughly tested during installation* preventative maintenance* infrequent use* limited h2 flow rate
9 18 1000
1 NO ball valve isolates flow of hydrogen from the fuel generator at the gas control panel
leak at compression fitting
* high pressure hydrogen release to outdoors
2 * wear and tear* improper assembly
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* infrequent use* limited h2 flow rate
9 18 1000
1.6 3 NO ball valve shuts off instrument air for maintenance
leak at packing * low pressure air leak
2 *wear and tear*improper manufacture
1 * thoroughly tested during installation* preventative maintenance* infrequent use* limited air flow rate
9 54 3000
3 NO ball valve shuts off instrument air for maintenance
leak at compression fitting
* low pressure air leak
2 *wear and tear*improper assembly
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* infrequent use* limited air flow rate
9 54 3000
Item
A) D
evic
e Q
uant
ity
Action Results
Part
Fun
ctio
n
Part
Des
crip
tion
Pers
on R
espo
nsib
le
- Act
ion
Dat
e
Pote
ntia
l Fai
lure
M
ode
Effe
ct o
f Fai
lure
Max
imum
Pot
entia
l R
isk
Prio
rity
Num
ber (
Ax1
000)
B) S
ever
ity
C) O
ccur
renc
e
Rec
omm
ende
d A
ctio
n
Pote
ntia
l Cau
ses
of
Failu
re
Act
ual R
isk
Prio
rity
Num
ber (
AxB
xCxD
)
D) D
etec
tion
/ Pr
even
tion
/ Con
trol
Cur
rent
Det
ectio
n /
Prev
entio
n /
Con
trol
s
4 of 10
Project : D06.012ene Basin Electric Power CorporationHydrogen Station
Rev : 0
Act
ions
Tak
en
SOV
OC
C
DET
R.P
.N.
Item
A) D
evic
e Q
uant
ity
Action Results
Part
Fun
ctio
n
Part
Des
crip
tion
Pers
on R
espo
nsib
le
- Act
ion
Dat
e
Pote
ntia
l Fai
lure
M
ode
Effe
ct o
f Fai
lure
Max
imum
Pot
entia
l R
isk
Prio
rity
Num
ber (
Ax1
000)
B) S
ever
ity
C) O
ccur
renc
e
Rec
omm
ende
d A
ctio
n
Pote
ntia
l Cau
ses
of
Failu
re
Act
ual R
isk
Prio
rity
Num
ber (
AxB
xCxD
)
D) D
etec
tion
/ Pr
even
tion
/ Con
trol
Cur
rent
Det
ectio
n /
Prev
entio
n /
Con
trol
s
1.7 2 pipe, air delivers instrument air from the fuel generator to other devices
crack, break or loose fitting causing a minor leak
* low pressure air leak
2 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* limited air flow rate
9 36 2000
2 pipe, air delivers instrument air from the fuel generator to other devices
crack, break or loose fitting causing a major leak
* low pressure air leak
6 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* limited air flow rate
7 84 2000
1.8 not used 0 01.9 1 cylinder, nitrogen supply of inert gas for
fuel generator operations
no nitrogen in the cylinder
* unit cannot generate hydrogen
6 * operator error 3 * preventative maintenance* infrequent use
7 126 1000
1 cylinder, nitrogen supply of inert gas for fuel generator operations
no nitrogen in the cylinder
* unit cannot generate hydrogen
6 * leak in gas train 2 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* infrequent use
9 108 1000
1.10 1 valve, pressure control regulates the pressure of the n2 supply to the fuel generator
fails open * allows n2 above set pressure to flow to the fuel generator
8 * failure of valve 1 * robust equipment designed exclusively for this purpose* preventative maintenance* system Master Control Panel is able to communicate fault conditions to Owner's central dispatch
6 48 1000
1 valve, pressure control regulates the pressure of the n2 supply to the fuel generator
fails closed * unit cannot generate hydrogen
6 * failure of valve 1 * robust equipment designed exclusively for this purpose* preventative maintenance* system Master Control Panel is able to communicate fault conditions to Owner's central dispatch
6 36 1000
1.11 1 hose, supply connects n2 cylinder to the n2 pcv
crack, break or loose fitting causing a minor leak
* loss of n2 6 * wear and tear* improper assembly
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* robust equipment designed exclusively for this purpose
9 54 1000
1 hose, supply connects n2 cylinder to the n2 pcv
crack, break or loose fitting causing a major leak
* loss of n2 6 * wear and tear 1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* robust equipment designed exclusively for this purpose
7 42 1000
1.12 1 tube, supply delivers n2 from n2 cylinder to the fuel generator
crack, break or loose fitting causing a minor leak
* loss of n2 6 * wear and tear* improper assembly
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* robust equipment designed exclusively for this purpose
9 54 1000
1 tube, supply connects n2 cylinder to the n2 pcv
crack, break or loose fitting causing a major leak
* loss of n2 6 * wear and tear 1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* robust equipment designed exclusively for this purpose
7 42 1000
1.13 1 3/4 in, 316 SS seamless tube c/w fittings
delivers vented h2 to the vent stack
crack, break or loose fitting causing a minor leak
* high pressure hydrogen release to outdoors
1 *improper assembly* vibration, fatigue, fitting leak or failure, earthquake, collision
1 * preventative maintenance* installed by a certified installer* infrequent use* limited h2 flow rate* limited h2 inventory
9 9 1000
1 3/4 in, 316 SS seamless tube c/w fittings
delivers vented h2 to the vent stack
crack, break or loose fitting causing a major leak
* high pressure hydrogen release to outdoors
2 * improper assembly* vibration, fatigue, fitting leak or failure, earthquake, collision
1 * preventative maintenance* installed by a certified installer* infrequent use* limited h2 flow rate* limited h2 inventory
9 18 1000
5 of 10
Project : D06.012ene Basin Electric Power CorporationHydrogen Station
Rev : 0
Act
ions
Tak
en
SOV
OC
C
DET
R.P
.N.
Item
A) D
evic
e Q
uant
ity
Action Results
Part
Fun
ctio
n
Part
Des
crip
tion
Pers
on R
espo
nsib
le
- Act
ion
Dat
e
Pote
ntia
l Fai
lure
M
ode
Effe
ct o
f Fai
lure
Max
imum
Pot
entia
l R
isk
Prio
rity
Num
ber (
Ax1
000)
B) S
ever
ity
C) O
ccur
renc
e
Rec
omm
ende
d A
ctio
n
Pote
ntia
l Cau
ses
of
Failu
re
Act
ual R
isk
Prio
rity
Num
ber (
AxB
xCxD
)
D) D
etec
tion
/ Pr
even
tion
/ Con
trol
Cur
rent
Det
ectio
n /
Prev
entio
n /
Con
trol
s
1.14 1 pipe, water delivers potable water to the fuel generator
crack, break or loose fitting causing a minor leak
* water loss in summer* freeze damage in winter
2 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer
7 14 1000
1 pipe, water delivers potable water to the fuel generator
crack, break or loose fitting causing a major leak
* unit cannot generate hydrogen* freeze damage in winter
6 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer
5 30 1000
1 pipe, water delivers potable water to the fuel generator
water in pipe freezes
* unit cannot generate hydrogen* freeze damage in winter
6 * loss of electric power from the grid* failure of standby electricgenerator to start* overloaded circuit breaker
5 * thoroughly tested during installation* preventative maintenance* installed by a certified installer
5 150 1000
1.15 1 1/2 in, 316 SS seamless tube c/w fittings
delivers vented h2 to the vent stack
crack, break or loose fitting causing a minor leak
* high pressure hydrogen release to outdoors
1 * improper assembly* vibration, fatigue, fitting leak or failure, earthquake, collision
1 * preventative maintenance* installed by a certified installer* infrequent use* limited h2 flow rate* limited h2 inventory
9 9 1000
1 1/2 in, 316 SS seamless tube c/w fittings
delivers vented h2 to the vent stack
crack, break or loose fitting causing a major leak
* high pressure hydrogen release to outdoors
2 * improper assembly* vibration, fatigue, fitting leak or failure, earthquake, collision
1 * preventative maintenance* installed by a certified installer* infrequent use* limited h2 flow rate* limited h2 inventory
9 18 1000
2.1 1 gas control panel controls the flow of high pressure hydrogen to / from all equipment
crack, break or loose fitting causing a minor leak
* hydrogen release to gcp cabinet
2 * wear and tear* vibration, fatigue, fitting leak or failure, earthquake, collision
3 * thoroughly tested during manufacture* thoroughly tested during installation* preventative maintenance* installed by a certified installer
5 30 1000
1 gas control panel controls the flow of high pressure hydrogen to / from all equipment
crack, break or loose fitting causing a major leak
* hydrogen release to gcp cabinet
6 * wear and tear* vibration, fatigue, fitting leak or failure, earthquake, collision
2 * thoroughly tested during manufacture* thoroughly tested during installation* preventative maintenance* installed by a certified installer* gas detection system causes fail safe shutdown* system Master Control Panel is able to communicate fault conditions to Owner's central dispatch
5 60 1000
1 gas control panel controls the flow of high pressure hydrogen to / from all equipment
crack, break or loose fitting causing auto-ignition fire
* h2 fire inside the station
10 * failure of valve 1 * throughly tested during manufacture* thoroughly tested during installation* preventative maintenance* installed by a certified installer* flame detection system shuts down all systems if a flame is detected* flame detection system calls out to fire department* system Master Control Panel is able to communicate fault conditions to Owner's central dispatch
5 50 1000
1 gas control panel controls the flow of high pressure hydrogen to / from all equipment
fails open * allows hydrogen to flow to storage or dispenser
10 * wear and tear* vibration, fatigue, fitting leak or failure, earthquake, collision
1 * robust equipment designed exclusively for this purpose* thoroughly tested during manufacture* thoroughly tested during installation* preventative maintenance* installed by a certified installer* fails safe in closed position
6 60 1000
1 gas control panel controls the flow of high pressure hydrogen to / from all equipment
fails closed * prevents flow of hydrogen to storage, dispenser
8 * failure of valve* loss of instrument air* loss of control signal* wear and tear
3 * robust equipment designed exclusively for this purpose* thoroughly tested during manufacture* thoroughly tested during installation* preventative maintenance* installed by a certified installer* fails safe in closed position
6 144 1000
6 of 10
Project : D06.012ene Basin Electric Power CorporationHydrogen Station
Rev : 0
Act
ions
Tak
en
SOV
OC
C
DET
R.P
.N.
Item
A) D
evic
e Q
uant
ity
Action Results
Part
Fun
ctio
n
Part
Des
crip
tion
Pers
on R
espo
nsib
le
- Act
ion
Dat
e
Pote
ntia
l Fai
lure
M
ode
Effe
ct o
f Fai
lure
Max
imum
Pot
entia
l R
isk
Prio
rity
Num
ber (
Ax1
000)
B) S
ever
ity
C) O
ccur
renc
e
Rec
omm
ende
d A
ctio
n
Pote
ntia
l Cau
ses
of
Failu
re
Act
ual R
isk
Prio
rity
Num
ber (
AxB
xCxD
)
D) D
etec
tion
/ Pr
even
tion
/ Con
trol
Cur
rent
Det
ectio
n /
Prev
entio
n /
Con
trol
s
2.2 1 NC needle valve c/w end plug
vent, injection and sample port in fuel line
leak at packing * high pressure hydrogen release to outdoors
2 * wear and tear* improper manufacture
1 * thoroughly tested during installation* preventative maintenance* infrequent use* limited h2 flow rate
9 18 1000
1 NC needle valve c/w end plug
vent, injection and sample port in fuel line
leak at compression fitting
* high pressure hydrogen release to outdoors
2 * wear and tear 1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* infrequent use* limited h2 flow rate
9 18 1000
2.3 1 3/8 in, 316 ss seamless tube c/w fittings
delivers h2 at 6000 psig from the gas control panel to the dispenser
crack, break or loose fitting causing a minor leak
* high pressure hydrogen release to outdoors
2 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* hydrogen rises and disperses rapidly in case of leak* nearby electrical equipment is Class 1 Div. 2 rated
9 18 1000
1 3/8 in, 316 ss seamless tube c/w fittings
delivers h2 at 6000 psig from the gas control panel to the dispenser
crack, break or loose fitting causing a major leak
* high pressure hydrogen release to outdoors
8 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* hydrogen rises and disperses rapidly in case of leak* nearby electrical equipment is Class 1 Div. 2 rated
8 64 1000
1 3/8 in, 316 ss seamless tube c/w fittings
delivers h2 at 6000 psig from the gas control panel to the dispenser
crack, break or loose fitting causing auto-ignition fire
* h2 fire inside the station
10 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* flame detection system shuts down all systems if a flame is detected* flame detection system calls out to fire department
2 20 1000
2.4 1 NO ball valve isolates flow of hydrogen from the gas control panel to the dispenser
leak at packing * high pressure hydrogen release to outdoors
2 *wear and tear*improper manufacture
1 * thoroughly tested during installation* preventative maintenance* infrequent use
9 18 1000
1 NO ball valve isolates flow of hydrogen from the gas control panel to the dispenser
leak at compression fitting
* high pressure hydrogen release to outdoors
2 * wear and tear* improper assembly
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* infrequent use
9 18 1000
2.5.1 to 2.5.3 3 NC needle valve c/w end plug
vent, injection and sample port in fuel line
leak at packing * high pressure hydrogen release to outdoors
2 * wear and tear* improper manufacture
1 * thoroughly tested during installation* preventative maintenance* infrequent use* limited h2 flow rate
9 54 3000
3 NC needle valve c/w end plug
vent, injection and sample port in fuel line
leak at compression fitting
* high pressure hydrogen release to outdoors
2 * wear and tear 1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* infrequent use* limited h2 flow rate
9 54 3000
2.6.1 to 2.6.3 3 3/8 in, 316 ss seamless tube c/w fittings
delivers h2 to / from the gcp and the storage cylinders
crack, break or loose fitting causing a minor leak
* high pressure hydrogen release to outdoors
2 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* hydrogen rises and disperses rapidly in case of leak
9 54 3000
3 3/8 in, 316 ss seamless tube c/w fittings
delivers h2 to / from the gcp and the storage cylinders
crack, break or loose fitting causing a major leak
* high pressure hydrogen release to outdoors
8 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* hydrogen rises and disperses rapidly in case of leak
8 192 3000 Confirm that Hydrogenics has an algorithm in the PLC that indicates a trouble condition if there is a pressure drop at each storage PT, if there is no "consumption activity occurring
3 3/8 in, 316 ss seamless tube c/w fittings
delivers h2 to / from the gcp and the storage cylinders
crack, break or loose fitting causing auto-ignition fire
* h2 fire inside the station
10 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* flame detection system shuts down all systems if a flame is detected* flame detection system calls out to fire department
2 60 3000
7 of 10
Project : D06.012ene Basin Electric Power CorporationHydrogen Station
Rev : 0
Act
ions
Tak
en
SOV
OC
C
DET
R.P
.N.
Item
A) D
evic
e Q
uant
ity
Action Results
Part
Fun
ctio
n
Part
Des
crip
tion
Pers
on R
espo
nsib
le
- Act
ion
Dat
e
Pote
ntia
l Fai
lure
M
ode
Effe
ct o
f Fai
lure
Max
imum
Pot
entia
l R
isk
Prio
rity
Num
ber (
Ax1
000)
B) S
ever
ity
C) O
ccur
renc
e
Rec
omm
ende
d A
ctio
n
Pote
ntia
l Cau
ses
of
Failu
re
Act
ual R
isk
Prio
rity
Num
ber (
AxB
xCxD
)
D) D
etec
tion
/ Pr
even
tion
/ Con
trol
Cur
rent
Det
ectio
n /
Prev
entio
n /
Con
trol
s
2.7 not used 0 02.8 1 NC needle valve c/w end
plugvent, injection and sample port in fuel line
leak at packing * high pressure hydrogen release to outdoors
2 * wear and tear* improper manufacture
1 * thoroughly tested during installation* preventative maintenance* infrequent use* limited h2 flow rate
9 18 1000
1 NC needle valve c/w end plug
vent, injection and sample port in fuel line
leak at compression fitting
* high pressure hydrogen release to outdoors
2 * wear and tear* improper assembly
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* infrequent use* limited h2 flow rate
9 18 1000
2.9 1 3/8 in, 316 ss seamless tube c/w fittings
delivers h2 from the gcp and the electricity generator
crack, break or loose fitting causing a minor leak
* high pressure hydrogen release to outdoors
2 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* limited h2 flow rate
9 18 1000
1 3/8 in, 316 ss seamless tube c/w fittings
delivers h2 from the gcp and the electricity generator
crack, break or loose fitting causing a major leak
* high pressure hydrogen release to outdoors
8 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* limited h2 flow rate
8 64 1000
1 3/8 in, 316 ss seamless tube c/w fittings
delivers h2 from the gcp and the electricity generator
crack, break or loose fitting causing auto-ignition fire
* h2 fire inside the station
10 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* limited h2 flow rate* flame detection system shuts down all systems if a flame is detected* flame detection system calls out to fire department
2 20 1000
2.10 1 3/8 in, 316 ss seamless tube c/w fittings
isolates flow of hydrogen from the gcp to the electricity generator
crack, break or loose fitting causing a minor leak
* high pressure hydrogen release to outdoors
2 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* limited h2 flow rate
9 18 1000
1 3/8 in, 316 ss seamless tube c/w fittings
isolates flow of hydrogen from the gcp to the electricity generator
crack, break or loose fitting causing a major leak
* high pressure hydrogen release to outdoors
8 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* limited h2 flow rate
8 64 1000
1 3/8 in, 316 ss seamless tube c/w fittings
isolates flow of hydrogen from the gcp to the electricity generator
crack, break or loose fitting causing auto-ignition fire
* h2 fire inside the station
10 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* limited h2 flow rate* flame detection system shuts down all systems if a flame is detected* flame detection system calls out to fire department
2 20 1000
2.11 not used 0 02.12 1 plug fitting isolates compressor
inletcrack, break or loose fitting causing a minor leak
* high pressure hydrogen release to outdoors
2 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* limited h2 flow rate
9 18 1000
1 plug fitting isolates compressor inlet
crack, break or loose fitting causing a major leak
* high pressure hydrogen release to outdoors
8 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* limited h2 flow rate
9 72 1000
3.1 1 dispenser provides 350 bar (settled) fueling of dual fuel (gas / h2) vehicles
unit will not flow fuel * vehicles cannot run on hydrogen
5 * wear and tear* loss of electric power* failure of standby generator to start
5 * pm of genset* system exercised regularly* preventative maintenance* thoroughly tested during installation* robust equipment designed exclusively for this purpose* thoroughly tested during manufacture
8 200 1000
1 dispenser provides 350 bar (settled) fueling of dual fuel (gas / h2) vehicles
unit continues to flow fuel to a full cylinder
* vehicle cylinder is overfilled
9 * wear and tear* improper manufacture* improper assembly
1 * thoroughly tested during installation* thoroughly tested during manufacture* preventative maintenance* installed by a certified installer* robust equipment disigned exclusively for this purpose* fails safe in closed position* attended fueling with trained vehicle operators
8 72 1000
8 of 10
Project : D06.012ene Basin Electric Power CorporationHydrogen Station
Rev : 0
Act
ions
Tak
en
SOV
OC
C
DET
R.P
.N.
Item
A) D
evic
e Q
uant
ity
Action Results
Part
Fun
ctio
n
Part
Des
crip
tion
Pers
on R
espo
nsib
le
- Act
ion
Dat
e
Pote
ntia
l Fai
lure
M
ode
Effe
ct o
f Fai
lure
Max
imum
Pot
entia
l R
isk
Prio
rity
Num
ber (
Ax1
000)
B) S
ever
ity
C) O
ccur
renc
e
Rec
omm
ende
d A
ctio
n
Pote
ntia
l Cau
ses
of
Failu
re
Act
ual R
isk
Prio
rity
Num
ber (
AxB
xCxD
)
D) D
etec
tion
/ Pr
even
tion
/ Con
trol
Cur
rent
Det
ectio
n /
Prev
entio
n /
Con
trol
s
3.2 1 1 in, 316 SS seamless tube c/w fittings
delivers vented h2 to the vent stack
crack, break or loose fitting causing a minor leak
* high pressure hydrogen release to outdoors
1 *improper assembly* vibration, fatigue, fitting leak or failure, earthquake, collision
1 * preventative maintenance* installed by a certified installer* infrequent use* limited h2 flow rate
9 9 1000
1 1 in, 316 SS seamless tube c/w fittings
delivers vented h2 to the vent stack
crack, break or loose fitting causing a major leak
* high pressure hydrogen release to outdoors
2 * improper assembly* vibration, fatigue, fitting leak or failure, earthquake, collision
1 * preventative maintenance* installed by a certified installer* infrequent use* limited h2 flow rate
9 18 1000
4.1 3 storage module high pressure storage of fuel
crack, break or loose fitting causing a minor leak
* high pressure hydrogen release to outdoors
2 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* hydrogen rises and disperses rapidly in case of leak
9 54 3000
3 storage module high pressure storage of fuel
crack, break or loose fitting causing a major leak
* high pressure hydrogen release to outdoors
8 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* hydrogen rises and disperses rapidly in case of leak
8 192 3000 Confirm that Hydrogenics has an algorithm in the PLC that indicates a trouble condition if there is a pressure drop at each storage PT, if there is no "consumption activity occurring
3 storage module high pressure storage of fuel
crack, break or loose fitting causing auto-ignition fire
* h2 fire inside the station
10 * vibration, fatigue, fitting leak or failure, earthquake, collision
1 * thoroughly tested during installation* preventative maintenance* installed by a certified installer* flame detection system shuts down all systems if a flame is detected* pressure relief values present over-pressure condition* flame detection system calls out to fire department
2 60 3000
4.2 1 3 in ID steel pipe Directs all vented h2 to a point 12 ft above the equipment pad
stack clogs or seals-off
* main vent stack is rendered inoperable
10 * debris* ice
1 * preventative maintenance - regular vent line check 7 70 1000 Confirm that the Hydrogenics vent stack has a primary and secondary vent outlet
1 3 in ID steel pipe Directs all vented h2 to a point 12 ft above the equipment pad
stack fails structurally
* main vent stack is crimped and directs flow non-vertically
8 * wind loading* earthquake* structural fatigue
1 * preventative maintenance * nearby area is an electrically classified area* regardless of vent orientation h2 will rise
7 56 1000
1 3 in ID steel pipe Directs all vented h2 to a point 12 ft above the equipment pad
stack fails structurally
* main vent stack is severed releasing h2 in the station enclosure
9 * wind loading* earthquake* structural fatigue
1 * preventative maintenance * entire storage area is an electrically classified area* storage structure designed to safely vent H2 to atmosphere* storage system designed to handle an auto-ignition fire via integrated PRD's
7 63 1000
1 3 in ID steel pipe Directs all vented h2 to a point 12 ft above the equipment pad
stack fails structurally
* main vent stack is completelycrimped and seals-off vent
10 * wind loading* earthquake* structural fatigue
1 * preventative maintenance 7 70 1000
5.1 1 8 x 6 H-beam c/w base plate and top vents
supports riser pipes structural failure * risers are crimped and direct the flow non-vertically
8 * wind / ice loading* earthquake* structural fatigue
1 * robust equipment designed exclusively for this purpose* regardless of vent orientation h2 will rise and disperse rapidly
7 56 1000
1 8 x 6 H-beam c/w base plate and top vents
supports riser pipes structural failure * risers are crimped and sealed off
10 * wind / ice loading* earthquake* structural fatigue
1 * robust equipment designed exclusively for this purpose 7 70 1000
5.2.1 to 5.2.3 3 various OD 316 SS seamless tube c/w fittings
directs all vented h2 to a point 12 ft above the equipment pad
riser clogs or seals off
* vented h2 cannot be released to outdoors
10 * debris* ice
1 * preventative maintenance* secondary vent path
7 210 3000
6.1 1 diesel fueled generator c/w transfer switch
backup electricity supply to h2 station
will not start or stops running
* loss of backup electrical power
8 multiple 5 * preventative maintenance* infrequent use* system Master Control Panel is able to communicate fault conditions to Owner's central dispatch
6 240 1000
1 transfer switch to service back-up power circuits
automatically switches from purchased power to ICE / Gen Set upon purchased power failure or manual demonstration mode
fails open * ICE / Gen Sets cannot service back-up circuits OR demonstration cannot proceed
8 * failure of transfer switch
1 * robust equipment designed exclusively for this purpose* preventative maintenance* system exercised regularly* alarms when transfer not completed**
3 24 1000 ** confirm this is true
9 of 10
Project : D06.012ene Basin Electric Power CorporationHydrogen Station
Rev : 0
Act
ions
Tak
en
SOV
OC
C
DET
R.P
.N.
Item
A) D
evic
e Q
uant
ity
Action Results
Part
Fun
ctio
n
Part
Des
crip
tion
Pers
on R
espo
nsib
le
- Act
ion
Dat
e
Pote
ntia
l Fai
lure
M
ode
Effe
ct o
f Fai
lure
Max
imum
Pot
entia
l R
isk
Prio
rity
Num
ber (
Ax1
000)
B) S
ever
ity
C) O
ccur
renc
e
Rec
omm
ende
d A
ctio
n
Pote
ntia
l Cau
ses
of
Failu
re
Act
ual R
isk
Prio
rity
Num
ber (
AxB
xCxD
)
D) D
etec
tion
/ Pr
even
tion
/ Con
trol
Cur
rent
Det
ectio
n /
Prev
entio
n /
Con
trol
s
6.2 1 hydrogen fueled generator demonstrates hydrogen as electric storage medium
will not start or stops running
* loss of power backfeed to the grid
2 multiple 5 * preventative maintenance* infrequent use
7 70 1000
7.1.1 to 7.3 3 manually actuated, latched button
emergency shutdown of individual pieces of equipment
fails open * cannot shutdown equipment
5 * loss of electrical supply* failure of device
2 * preventive maintenance* device on UPS* separate circuit from Master Controller* multiple ESD locations* manual ESD by-pass by shutting down equipment separately
5 150 3000
3 manually actuated, latched button
emergency shutdown of individual pieces of equipment
fails closed * shuts down equipment inadvertently
8 * failure of device 1 * preventive maintenance 2 48 3000
8.1 1 manually actuated, latched button
emergency shutdown of individual pieces of equipment
fails open * cannot shutdown equipment
5 * loss of electrical supply* failure of device
2 * preventive maintenance* device on UPS* separate circuit from Master Controller* multiple ESD locations* manual ESD by-pass by shutting down equipment separately
5 50 1000
1 manually actuated, latched button
emergency stop of all station operations
fails closed * shuts down equipment inadvertently* false alarm to Fire Department
8 * failure of device 1 * preventive maintenance 2 16 1000
9.1 1 emergency alarm panel c/w UPS
controls gas and flame detection system and Hydrogenics trouble alarm
fails off or locked up * cannot monitor or react to sensed events
10 * loss of electricity supply* equipment failure
2 * continuously self monitors and alarms on failure* equipped with UPS* preventative maintenance
2 40 1000
1 emergency alarm panel c/w UPS
controls gas and flame detection system and Hydrogenics trouble alarm
UPS fails off * cannot work if main and standby power is OFF
9 * batteries discharged* equipment failure
1 * preventative maintenance* infrequent use
7 63 1000
9.2 to 9.3 2 alarm annunciators gives visual & audible indication of alarm conditions
fails open * does not alarm when required
1 * loss of electrical supply* failure of device
1 * preventative maintenance* device on UPS* separate circuit from Master Controller* multiple alarm beacons
7 14 2000
2 alarm annunciators fails closed * false alarm to fire department
1 * failure of device 1 * preventative maintenance 6 12 2000
9.4 to 9.5 2 flame sensors continuously monitors field of view for hydrogen flames
"0" current reading * cannot sense and react to hydrogen flame
8 * loss of electricity* loss of control circuit sensor failure
2 * preventative maintenance* robust equipment designed exclusively for this purpose* continuously self monitors and alarms on system or device failure* double redundant backup power supply
2 64 2000
9.6 1 8 x 6 H-beam c/w base plate supports gas and flame detection system alarm annunciators
structural failure * alarms may be damaged
8 * wind / ice loading* earthquake* structural failure
1 * robust equipment designed exclusively for this purpose 7 56 1000
9.7 to 9.8 2 gas sensors continuously monitors HYSTAT 30 compartments for h2
"0" current reading * cannot sense and react to hydrogen vapors in the air
8 * loss of electricity* loss of control circuit* sensor failure
2 * preventative maintenance* robust equipment designed exclusively for this purpose* continuously self monitors and alarms on system or device failure* double redundant backup power supply
2 64 2000
Vehicle Fueling Station 4949 117000
0.04230
SUB-TOTAL ACTUAL RPN SUB-TOTAL MAXUMUM RPN
Actual RPN Maximum Potential RPN
RPN Quotient
4949 117000
FMEA Risk Priority Number (RPN) Summary
10 of 10
DRAFT
Hazard Identification & Risk Assessment (HIRA)
Revision 0
Hydrogen Fuelling Station
for
Basin Electric Power Cooperative
Minot, North Dakota
May 2006
BEPC HIRA Rev. 0 Page 2 of 12
Basin Electric Power Cooperative (BEPC)
Hazard Identification and Risk Assessment(HIRA) Revision 0
Introduction The primary focus of this analysis is on the Hydrogen Fuelling Station (H2 Station) and risks associated with Hydrogen (H2). General risks from ancillary equipment (eg. diesel generator) were included in this HIRA but not necessarily in sufficient detail since detailed design documentation or safety analysis was not available to the HIRA team. Preliminary consideration of the interfaces with the H2 Station Construction as well as BEPC Operation and Maintenance were also included in the scope of the analysis. Definitions HIRA is a semi-quantitative risk analysis. It is intended to be a preliminary screening process to determine priorities and identify risks worthy of more detailed quantitative risk analysis. By definition, Risk = Probability X Consequence. Suggested estimators for Probability and Consequence used were based on U.S. Military specification 882 on Risk Assessment and shown in Figure 1.
Figure 1A: Probability Figure 1B: Consequence DESCRIPTION (events over a lifetime)
LEVEL
Frequent P >10-1 , continuous
A
Probable P >10-2 , regular
B
Occasional P >10-3 , several
C
Remote P >10-6 , few
D
Improbable P <10-6 , one
E
The definitions in Figure 1 are guidelines and should be modified over time to best fit company experience. If in doubt, be conservative and rank either probability or consequence at a higher level or category pending more detailed analysis.
DESCRIPTION CATEGORY
Catastrophic (Death, $1M loss, major spill, etc.)
1
Critical (Serious injury, >$200K loss, etc.)
2
Marginal (Lost time injury, >$10k loss, etc.)
3
Negligible (Minor injury, >$2k loss, etc.)
4
BEPC HIRA Rev. 0 Page 3 of 12
The multiplication of Probability X Consequence yields a matrix of risk scores shown in Figure 2.
Figure 2: Risk Assessment Value
The matrix in Figure 2 implies that certain level of organizational authority shall be consulted and certain types of risk controls or mitigations shall be considered:
• Red Zone risks must be referred to senior management and require a design solution if possible since design is the most effective risk control (eg. fail-safe shutdown). Work must stop for any Red Zone risk until mitigations are in place.
• Yellow Zone risks must be referred to middle management and a design solution
is preferred but if not practical a safety device may be substituted (eg. automated warnings). Yellow Zone risks should be the subject of more frequent and intense monitoring and audit, primarily because of the potential consequence of failure.
• Green Zone risks must be referred to front line supervision and administrative
controls can be used (eg. procedures or training). Green Zone risks marked* should be reviewed periodically to ensure the quality of risk controls is being maintained, to prevent loss from either probability or consequence.
The acceptability of the risk scores in Figure 2 are based on the Probability and Consequence of an event after the risk controls have been considered.
Severity
Frequency
1 - Catastrophic
2 - Critical
3 - Marginal
4 - Negligible
A - Frequent
1A
Unacceptable 2A
Unacceptable 3A
Unacceptable 4A
Acceptable*
B - Probable
1B
Unacceptable 2B
Unacceptable 3B
Undesirable 4B
Acceptable*
C - Occasional
1C
Unacceptable 2C
Undesirable 3C
Undesirable 4C
Acceptable
D - Remote
1D
Undesirable 2D
Undesirable 3D
Acceptable* 4D
Acceptable
E - Improbable
1E
Acceptable* 2E
Acceptable* 3E
Acceptable* 4E
Acceptable
BEPC HIRA Rev. 0 Page 4 of 12
For example, the results can be summarized in the worksheet shown in Figure 3.
Hazard ID (Energy)
Existing Controls (Barriers)
Risk Estimate (P X C)
Risk Assessment Matrix
Action/Comments
Construction “Dig-in” to: -H2 Piping -H2 Cable
-Work Plan -drawings -depth / fill -warning tape -concrete -operator skill
Remote X Catastrophic
1D = Undesirable or Yellow Zone
Additional controls: -Dig permit -Locate proc. Risk reduced to: 1E = Acceptable* or Green Zone
Etc.
The purpose of the exercise is not simply to classify risk but instead to identify priorities and additional controls for continuous improvement in risk reduction where feasible. Analysis Method Some risks may be identified more than once in a HIRA and there may be overlap with other safety analysis techniques (eg. FMEA). Our philosophy is that it is better to look at a risk more than once than to overlook it. The HIRA is intended to be a dynamic document. Priority risks will be updated as site projects progress. Revisions to date:
• R0 = Draft Review of Preliminary Design by DMA HIRA Results The results are presented in a series of charts at the end of this report. Items noted in blue require further clarification and discussion to properly assess risk. Conclusions Priority Risks
1. No Red Zone risks were identified.
BEPC HIRA Rev. 0 Page 5 of 12
2. Yellow Zone risks identified in the Charts include the following scenarios: • D1.1 H2 leak or fire in Electrical / PLC / Compressed Air Room • D1.2 H2 leak or fire in Water Treatment / Chiller Room • D7. BEPC General Station and Site Hazards
3. Several Green Zone risks were judged to be acceptable based on certain
assumptions listed under Actions / Comments in the Charts. Continuous improvement ideas for further risk reduction and follow up were also listed.
4. It was not possible at this time to determine the risks for BEPC beyond the Design
phase, however, several suggestions have been offered to reduce the risk during the Construction, Commissioning, Operations and Maintenance phases of this project.
Priority Actions All risks should be monitored and reassessed as the project progresses. Priority risks will be the subject of more frequent monitoring and audit Specific actions: Design Team □ Review NFPA 55 requirement for setback from storage to building intake and
exhausts. Consider the addition of gas detection and process shutdown. Client □ BEPC to develop H2 Station Emergency Plan and integrate with existing System
Operating Center (SOC) plans. □ BEPC to coordinate alarm communication protocol with local Fire Department. □ BEPC to arrange Department of energy (DOE) H2 emergency responder training for
local Fire Department.
Safety by Design
BEPC HIRA Rev. 0 Page 6 of 12
Hazard ID (Energy)
Risk Controls (Barriers)
Risk Estimate (Prob. X Cons.)
Risk AssessmentMatrix Value
Actions / Comments
Safety by Design • Design is the most effective risk control so the focus of the analysis at this stage was primarily on the inherent hardware risks
presented by the design concept since it is intended to be a remotely controlled station linked to a BEPC System Operations Center. The training and experience of people and the availability of work procedures were also considered as these risk controls also affect the integrity of the hardware.
• The focus of this HIRA is on the integration of various modules into the overall site design and not on the specific risks within the Hydrogenics designed modules since these are manufactured to meet code.
D1. Electrolyser • Self-contained modular Design by Hydrogenics includes separate “rooms” housed in a shipping container. Features include
general ventilation air and roof exhaust, glycol cooling system, waste oil/water collection system, O2 roof vent, H2 vent to station stack, emergency shutdown (ESD) and other safety features.
D1.1 H2 leak or fire in Electrical / PLC / Compressed Air Room
-Not electrically classified but outside classification zone (see M-501) -Roof perforated for 50% as per Hydrogenics drawing 1023797
Remote X Catastrophic -leak into intake and gas pocket
1D = Undesirable
-Review NFPA 55 re setback from storage to intake and exhausts -Addition of gas detection and process shutdown = 1E = Acceptable
D1.2 H2 leak or fire in Water Treatment / Chiller Room
-Not electrically classified but outside classification zone (see M-501) -Gas tight seal to prevent penetration from adjacent Electrolysis Room
Remote X Catastrophic -failure of gas tight seal or leak into intake
1D = Undesirable
-Review NFPA 55 re setback from storage to intake and exhausts -Addition of gas detection and process shutdown = 1E = Acceptable
D1.3 H2 leak or fire in Electrolysis Room
-Partially within classification zone -Class 1, Division 2 rated equipment -H2 gas detection interlocked to ventilation and process shutdown.
Improbable X Catastrophic
1E = Acceptable
D1.4 H2 leak or fire associated with equipment on top of container
-Not electrically classified but outside classification zone (see M-501) -outdoor, so dispersion is most likely
Improbable X Catastrophic
1E = Acceptable
Safety by Design
BEPC HIRA Rev. 0 Page 7 of 12
Hazard ID (Energy)
Risk Controls (Barriers)
Risk Estimate (Prob. X Cons.)
Risk AssessmentMatrix Value
Actions / Comments
D2. Gas Control Panel • Self-contained modular Design by Hydrogenics includes internal piping and assorted devices, instruments and valves (DIV’s).
D2.1 H2 piping leak or fire at panel
-stainless piping steel piping and Swagelok (or equivalent) fittings -Panel within classification zone -Class 1, Division 2 rated equipment -gas detector in panel interlocked to shut down H2 supply -outdoor, so dispersion is most likely
Improbable X Catastrophic
1E = Acceptable
D3. H2 Vehicle Dispenser • Self-contained modular Design by Hydrogenics breakaway hose, vibration/knock-down sensor, emergency shut down (ESD)
and other safety features. D3.1 H2 piping leak or fire at dispenser
-stainless piping steel piping and Swagelok (or equivalent) fittings -Dispenser within classification zone -Class 1, Division 2 rated equipment -gas detector in panel interlocked to shut down H2 supply -outdoor, so dispersion is most likely
Improbable X Catastrophic
1E = Acceptable
D4. H2 Storage • Self-contained modular Design by Hydrogenics including pressure relief valves and dedicated vent stack.
D4.1 H2 leak or fire in piping to / from storage
-worst case scenario for a leak due to available volume (80 kg) and maximum pressure (6000 psig) -stainless piping steel piping and Swagelok (or equivalent) fittings -majority of connections at north end of storage outside classified zone -2 hour fire rated wall to maintain separation from liquid diesel fuel -outdoor, so dispersion is most likely
Improbable X Catastrophic
1E = Acceptable -Review design of vent stack cap for possibility of blockage. (See D5.1 for comparison) -Review need for an excess flow valve to minimize potential release
Safety by Design
BEPC HIRA Rev. 0 Page 8 of 12
Hazard ID (Energy)
Risk Controls (Barriers)
Risk Estimate (Prob. X Cons.)
Risk AssessmentMatrix Value
Actions / Comments
D5. Station Vent Stack • Custom design for site D5.1 Inoperability of vent stack due to blockage
-stainless piping steel piping and Swagelok (or equivalent) fittings -self-sealing top venting cap design with side venting in case of ice/snow and bird screening
Improbable X Catastrophic
1E = Acceptable -Confirm cap design.
D6. Auxiliary Equipment and Grounding • Custom design for site D6.1 H2 leak or fire in vicinity of Diesel Generator or diesel fire
-located outside classified zone (see M501) -outdoor, so dispersion likely -generator not required to be classified (NFPA37) -2 hour fire rated wall to maintain separation from liquid diesel fuel
Improbable X Critical
2E = Acceptable
D6.2 H2 Generator (future option)
-To be determined
D6.3 Grounding problems lead to static discharge
-continuous station ground mat -bonding lugs on all major equipment -CAD weld ground connections -low ohm concrete pad for vehicle users
Improbable X Catastrophic
1E = Acceptable
D7. BEPC General Station and Site Hazards
-Site is setback from road to the north and highway to east -Pipe guard posts are present on the west and south sides to protect storage and dispenser from vehicles in parking lot -Security included chain link fence and dusk to dawn lighting
Remote X Critical -given the listed risk controls, a catastrophic station design failure, security,
2D = Undesirable
-Station is designed to be operated unmanned with safety features for vehicle users □ BEPC to develop H2 Station
Emergency Plan and integrate with existing SOC plans
Safety by Design
BEPC HIRA Rev. 0 Page 9 of 12
Hazard ID (Energy)
Risk Controls (Barriers)
Risk Estimate (Prob. X Cons.)
Risk AssessmentMatrix Value
Actions / Comments
-Station Flame and Gas Detection System as per NFPA52:2006 will alarm and automatically shut down station -E-Stop located inside north walk-in gate and reachable from outside through hand hole in fence -E-Stop produces visual and audible alarm with acknowledge button, e-stops can only be reset locally by BEPC -Site alarms are will be monitored remotely by BEPC SOC -H2 Station meets all code setback and electrically classified zone requirements -Closest buildings are part of a University Research Facility, other public exposure is minimal.
traffic or public emergency is unlikely
□ BEPC to coordinate alarm
communication protocol with local Fire Department
□ BEPC to arrange DOE H2
emergency responder training for local Fire Department
-Completion of actions listed above = 2E = Acceptable
Safety in Construction and Commissioning
BEPC HIRA Rev. 0 Page 10 of 12
Hazard ID (Energy)
Risk Controls (Barriers)
Risk Estimate (Prob. X Cons.)
Risk AssessmentMatrix Value
Actions / Comments
Safety in Construction and Commissioning • Focus of this stage of the analysis is a review of the risks associated with ongoing major construction and commissioning
activities and the interface with site operations or vice versa. Changing conditions can introduce new risks and good work planning and coordination is a necessary control.
C1. Construction of H2 Station
• H2 risks at this stage should be minimal for BEPC since it is a green field site. C1.1 General construction risks
-Risks of excavation, hot work, construction traffic or public traffic will not be compounded since there will be no H2 on site until the commissioning phase
Not applicable □ BEPC should develop a Project Safety Plan to coordinate the site work of Hydrogenics and the various construction trades
C2. Commissioning of H2 Station Phase 2 • H2 risks at this stage will increase for BEPC as H2 is introduced to the site for commissioning purposes. C2.1 General commissioning risks
-work scheduling will become a more critical issue as H2 is required on site for testing and start up purposes (eg. pressure testing of piping)
To be determined
□ As part of the Project Safety Plan, BEPC should integrate the H2 risks associated with start up and testing of equipment and systems
□ BEPC should also develop a
Station Acceptance Test to prove the design functions as intended, especially critical safety systems and features
Safety in Operations and Maintenance
BEPC HIRA Rev. 0 Page 11 of 12
Hazard ID (Energy)
Risk Controls (Barriers)
Risk Estimate (Prob. X Cons.)
Risk Assessment
Matrix Value
Actions / Comments
Safety in Operations and Maintenance • Focus of this stage of the analysis is on the risks to people who operate, inspect and maintain the hardware as well as the
general public. (Vehicle operations and maintenance is beyond the scope of this analysis but must be considered by owners.) O1. Station Operations
• Station designed to run unattended. O1.1 Routine risks to vehicle users and general public
-training to be provided to all users including refueling, emergency shutdown and other safety features … possible station emergency stop if any abnormal event is detected -security card access and code required for refueling -minimal exposure of general public to station risks
To be determined
□ BEPC to provide the necessary training to all vehicle users
O1.2 Emergency risks
-H2 Station specific emergency response plan to be developed -training to be provided to employees and external emergency response people as noted in D7
To be determined
□ BEPC to develop and integrate emergency plans
□ BEPC to provide training
O2. Station Maintenance • Maintenance should be no more complicated for an experienced technician than any gas system.
O2.1 Inspection and Maintenance risks
-H2 maintenance work should be considered high risk and requires: • written work plans, procedures
and permits (lockout, hot work) • non-sparking tools, H2 gas
detector, etc. • Entry Protocol (open all gates, use
corn broom to detect invisible H2 fire, etc.)
To be determined
□ BEPC to develop H2 Station inspection / maintenance plans and procedures
□ BEPC to provide H2 hazard
specific training to operations and maintenance employees or contractors
Safety in Decommissioning and Disposal
BEPC HIRA Rev. 0 Page 12 of 12
Hazard ID (Energy)
Risk Controls (Barriers)
Risk Estimate (Prob. X Cons.)
Risk Assessment
Matrix Value
Actions / Comments
Safety in Decommissioning and Disposal • No significant risks identified at this time for this stage of the life cycle.
APPENDIX C
HIGH-PRESSURE TESTING AND CERTIFICATION REPORT
APPENDIX C
HIGH-PRESSURE TESTING AND CERTIFICATION REPORT
EPC Pressure Testing Documentation
APPENDIX D
NATIONALLY RECOGNIZED TESTING LABORATORY CERTIFICATION REPORT
APPENDIX D
NATIONALLY RECOGNIZED RESTING LABORATORY CERTIFICATION REPORT QPS Final Certification Documentation
Pages 17–21 are intentionally left out because of confidentiality reasons.
APPENDIX E
CHRONOLOGICAL SUMMARY OF HYDROGEN PRODUCTION
APPENDIX E
CHRONOLOGICAL SUMMARY OF HYDROGEN PRODUCTION Hydrogen Production Data
Appendix E.xlsBEPC W2H2 System Production Chronology
Wilton Wind FarmCell Stack 1 Cell Stack 2 Daily Total Cumulative Total Daily Total Cumulative Total Electrical Output
Date (liters) (liters) (liters) (liters) (kg) (kg) (kW)1-Feb-08 0 0 0 0 0.00 0.02-Feb-08 0 0 0 0 0.00 0.03-Feb-08 0 0 0 0 0.00 0.04-Feb-08 0 0 0 0 0.00 0.05-Feb-08 0 0 0 0 0.00 0.06-Feb-08 0 0 0 0 0.00 0.07-Feb-08 0 0 0 0 0.00 0.08-Feb-08 0 0 0 0 0.00 0.09-Feb-08 0 0 0 0 0.00 0.0
10-Feb-08 0 0 0 0 0.00 0.011-Feb-08 0 0 0 0 0.00 0.012-Feb-08 25,426 25,200 50,626 50,626 4.52 4.513-Feb-08 25,873 24,384 50,257 100,883 4.49 9.014-Feb-08 43,300 42,741 86,041 186,924 7.68 16.715-Feb-08 0 0 0 186,924 0.00 16.716-Feb-08 0 0 0 186,924 0.00 16.717-Feb-08 0 0 0 186,924 0.00 16.718-Feb-08 0 0 0 186,924 0.00 16.719-Feb-08 0 0 0 186,924 0.00 16.720-Feb-08 0 0 0 186,924 0.00 16.721-Feb-08 0 0 0 186,924 0.00 16.722-Feb-08 0 0 0 186,924 0.00 16.723-Feb-08 0 0 0 186,924 0.00 16.724-Feb-08 0 0 0 186,924 0.00 16.725-Feb-08 0 0 0 186,924 0.00 16.726-Feb-08 0 0 0 186,924 0.00 16.727-Feb-08 0 0 0 186,924 0.00 16.728-Feb-08 0 0 0 186,924 0.00 16.729-Feb-08 0 0 0 186,924 0.00 16.7
1-Mar-08 0 0 0 186,924 0.00 16.72-Mar-08 0 0 0 186,924 0.00 16.73-Mar-08 0 0 0 186,924 0.00 16.74-Mar-08 0 0 0 186,924 0.00 16.75-Mar-08 0 0 0 186,924 0.00 16.7
Hydrogen Production
Page 1 of 10
Appendix E.xlsBEPC W2H2 System Production Chronology
Wilton Wind FarmCell Stack 1 Cell Stack 2 Daily Total Cumulative Total Daily Total Cumulative Total Electrical Output
Date (liters) (liters) (liters) (liters) (kg) (kg) (kW)
Hydrogen Production
6-Mar-08 0 0 0 186,924 0.00 16.77-Mar-08 0 0 0 186,924 0.00 16.78-Mar-08 0 0 0 186,924 0.00 16.79-Mar-08 0 0 0 186,924 0.00 16.7
10-Mar-08 0 0 0 186,924 0.00 16.711-Mar-08 0 0 0 186,924 0.00 16.712-Mar-08 1,020 996 2,016 188,940 0.18 16.913-Mar-08 0 0 0 188,940 0.00 16.914-Mar-08 0 0 0 188,940 0.00 16.915-Mar-08 0 0 0 188,940 0.00 16.916-Mar-08 0 0 0 188,940 0.00 16.917-Mar-08 0 0 0 188,940 0.00 16.918-Mar-08 0 0 0 188,940 0.00 16.919-Mar-08 0 0 0 188,940 0.00 16.920-Mar-08 0 0 0 188,940 0.00 16.921-Mar-08 0 0 0 188,940 0.00 16.922-Mar-08 0 0 0 188,940 0.00 16.923-Mar-08 0 0 0 188,940 0.00 16.924-Mar-08 0 0 0 188,940 0.00 16.925-Mar-08 0 0 0 188,940 0.00 16.926-Mar-08 0 0 0 188,940 0.00 16.927-Mar-08 0 0 0 188,940 0.00 16.928-Mar-08 0 0 0 188,940 0.00 16.929-Mar-08 0 0 0 188,940 0.00 16.930-Mar-08 0 0 0 188,940 0.00 16.931-Mar-08 0 0 0 188,940 0.00 16.9
1-Apr-08 0 0 0 188,940 0.00 16.92-Apr-08 73,569 68,315 141,884 330,824 12.67 29.53-Apr-08 111,171 101,560 212,731 543,555 18.99 48.54-Apr-08 57,468 57,373 114,841 658,396 10.25 58.85-Apr-08 104,243 102,005 206,248 864,644 18.42 77.26-Apr-08 323,882 322,590 646,472 1,511,116 57.72 134.97-Apr-08 158,614 158,687 317,301 1,828,417 28.33 163.38-Apr-08 94,654 98,232 192,886 2,021,303 17.22 180.5
Page 2 of 10
Appendix E.xlsBEPC W2H2 System Production Chronology
Wilton Wind FarmCell Stack 1 Cell Stack 2 Daily Total Cumulative Total Daily Total Cumulative Total Electrical Output
Date (liters) (liters) (liters) (liters) (kg) (kg) (kW)
Hydrogen Production
9-Apr-08 240,861 240,512 481,373 2,502,676 42.98 223.510-Apr-08 52,589 50,986 103,575 2,606,251 9.25 232.711-Apr-08 0 0 0 2,606,251 0.00 232.712-Apr-08 9,763 9,404 19,167 2,625,418 1.71 234.413-Apr-08 0 0 0 2,625,418 0.00 234.414-Apr-08 526 526 1,052 2,626,470 0.09 234.515-Apr-08 112,417 109,296 221,713 2,848,183 19.80 254.316-Apr-08 53,102 46,022 99,124 2,947,307 8.85 263.217-Apr-08 0 0 0 2,947,307 0.00 263.218-Apr-08 0 0 0 2,947,307 0.00 263.219-Apr-08 0 0 0 2,947,307 0.00 263.220-Apr-08 0 0 0 2,947,307 0.00 263.221-Apr-08 148,080 148,013 296,093 3,243,400 26.44 289.622-Apr-08 268,128 267,754 535,882 3,779,282 47.85 337.423-Apr-08 206,156 206,092 412,248 4,191,530 36.81 374.224-Apr-08 167,321 167,474 334,795 4,526,325 29.89 404.125-Apr-08 158,057 158,106 316,163 4,842,488 28.23 432.426-Apr-08 158,216 158,275 316,491 5,158,979 28.26 460.627-Apr-08 157,740 157,743 315,483 5,474,462 28.17 488.828-Apr-08 156,990 157,095 314,085 5,788,547 28.04 516.829-Apr-08 157,170 157,259 314,429 6,102,976 28.07 544.930-Apr-08 157,380 157,557 314,937 6,417,913 28.12 573.01-May-08 166,340 166,415 332,755 6,750,668 29.71 602.72-May-08 124,026 180,200 304,226 7,054,894 27.16 629.93-May-08 0 0 0 7,054,894 0.00 629.94-May-08 0 0 0 7,054,894 0.00 629.95-May-08 0 0 0 7,054,894 0.00 629.96-May-08 0 0 0 7,054,894 0.00 629.97-May-08 0 0 0 7,054,894 0.00 629.98-May-08 0 0 0 7,054,894 0.00 629.99-May-08 0 0 0 7,054,894 0.00 629.9
10-May-08 0 0 0 7,054,894 0.00 629.911-May-08 0 0 0 7,054,894 0.00 629.912-May-08 0 0 0 7,054,894 0.00 629.9
Page 3 of 10
Appendix E.xlsBEPC W2H2 System Production Chronology
Wilton Wind FarmCell Stack 1 Cell Stack 2 Daily Total Cumulative Total Daily Total Cumulative Total Electrical Output
Date (liters) (liters) (liters) (liters) (kg) (kg) (kW)
Hydrogen Production
13-May-08 0 0 0 7,054,894 0.00 629.914-May-08 0 0 0 7,054,894 0.00 629.915-May-08 0 0 0 7,054,894 0.00 629.916-May-08 0 0 0 7,054,894 0.00 629.917-May-08 0 0 0 7,054,894 0.00 629.918-May-08 0 0 0 7,054,894 0.00 629.919-May-08 9,439 9,448 18,887 7,073,781 1.69 631.620-May-08 0 0 0 7,073,781 0.00 631.621-May-08 0 0 0 7,073,781 0.00 631.622-May-08 0 0 0 7,073,781 0.00 631.623-May-08 0 0 0 7,073,781 0.00 631.624-May-08 0 0 0 7,073,781 0.00 631.625-May-08 0 0 0 7,073,781 0.00 631.626-May-08 0 0 0 7,073,781 0.00 631.627-May-08 0 0 0 7,073,781 0.00 631.628-May-08 138,435 154,792 293,227 7,367,008 26.18 657.829-May-08 157,164 157,061 314,225 7,681,233 28.06 685.830-May-08 167,049 167,134 334,183 8,015,416 29.84 715.731-May-08 156,926 157,412 314,338 8,329,754 28.07 743.7
1-Jun-08 164,219 164,488 328,707 8,658,461 29.35 773.12-Jun-08 191,088 191,119 382,207 9,040,668 34.13 807.23-Jun-08 170,567 170,412 340,979 9,381,647 30.44 837.64-Jun-08 113,955 113,849 227,804 9,609,451 20.34 858.05-Jun-08 59,630 59,679 119,309 9,728,760 10.65 868.66-Jun-08 156,878 156,947 313,825 10,042,585 28.02 896.77-Jun-08 157,005 157,533 314,538 10,357,123 28.08 924.78-Jun-08 157,913 158,037 315,950 10,673,073 28.21 953.09-Jun-08 105,083 105,095 210,178 10,883,251 18.77 971.7
10-Jun-08 90,336 90,290 180,626 11,063,877 16.13 987.811-Jun-08 145,256 145,203 290,459 11,354,336 25.93 1,013.812-Jun-08 10,841 10,819 21,660 11,375,996 1.93 1,015.713-Jun-08 177,159 177,228 354,387 11,730,383 31.64 1,047.414-Jun-08 45,083 45,095 90,178 11,820,561 8.05 1,055.415-Jun-08 0 0 0 11,820,561 0.00 1,055.4
Page 4 of 10
Appendix E.xlsBEPC W2H2 System Production Chronology
Wilton Wind FarmCell Stack 1 Cell Stack 2 Daily Total Cumulative Total Daily Total Cumulative Total Electrical Output
Date (liters) (liters) (liters) (liters) (kg) (kg) (kW)
Hydrogen Production
16-Jun-08 18,161 17,938 36,099 11,856,660 3.22 1,058.617-Jun-08 20,585 20,587 41,172 11,897,832 3.68 1,062.318-Jun-08 145,529 145,450 290,979 12,188,811 25.98 1,088.319-Jun-08 28,990 29,019 58,009 12,246,820 5.18 1,093.520-Jun-08 55,380 55,511 110,891 12,357,711 9.90 1,103.421-Jun-08 0 0 0 12,357,711 0.00 1,103.422-Jun-08 0 0 0 12,357,711 0.00 1,103.423-Jun-08 0 0 0 12,357,711 0.00 1,103.424-Jun-08 68,497 68,496 136,993 12,494,704 12.23 1,115.625-Jun-08 282,002 281,768 563,770 13,058,474 50.34 1,165.926-Jun-08 74,491 74,504 148,995 13,207,469 13.30 1,179.227-Jun-08 140,074 140,004 280,078 13,487,547 25.01 1,204.228-Jun-08 0 0 0 13,487,547 0.00 1,204.229-Jun-08 0 0 0 13,487,547 0.00 1,204.230-Jun-08 40,079 40,074 80,153 13,567,700 7.16 1,211.4
1-Jul-08 125,802 125,761 251,563 13,819,263 22.46 1,233.92-Jul-08 0 0 0 13,819,263 0.00 1,233.93-Jul-08 26,538 26,538 53,076 13,872,339 4.74 1,238.64-Jul-08 0 0 0 13,872,339 0.00 1,238.65-Jul-08 0 0 0 13,872,339 0.00 1,238.66-Jul-08 0 0 0 13,872,339 0.00 1,238.67-Jul-08 0 0 0 13,872,339 0.00 1,238.68-Jul-08 30,740 30,700 61,440 13,933,779 5.49 1,244.19-Jul-08 0 0 0 13,933,779 0.00 1,244.1
10-Jul-08 147 147 294 13,934,073 0.03 1,244.111-Jul-08 32,009 32,003 64,012 13,998,085 5.72 1,249.812-Jul-08 0 0 0 13,998,085 0.00 1,249.813-Jul-08 0 0 0 13,998,085 0.00 1,249.814-Jul-08 0 0 0 13,998,085 0.00 1,249.815-Jul-08 45,286 45,292 90,578 14,088,663 8.09 1,257.916-Jul-08 53,023 53,010 106,033 14,194,696 9.47 1,267.417-Jul-08 0 0 0 14,194,696 0.00 1,267.418-Jul-08 68,957 69,028 137,985 14,332,681 12.32 1,279.719-Jul-08 107,359 107,294 214,653 14,547,334 19.17 1,298.9
Page 5 of 10
Appendix E.xlsBEPC W2H2 System Production Chronology
Wilton Wind FarmCell Stack 1 Cell Stack 2 Daily Total Cumulative Total Daily Total Cumulative Total Electrical Output
Date (liters) (liters) (liters) (liters) (kg) (kg) (kW)
Hydrogen Production
20-Jul-08 0 0 0 14,547,334 0.00 1,298.921-Jul-08 0 0 0 14,547,334 0.00 1,298.922-Jul-08 3,127 3,126 6,253 14,553,587 0.56 1,299.423-Jul-08 34,601 34,552 69,153 14,622,740 6.17 1,305.624-Jul-08 0 0 0 14,622,740 0.00 1,305.625-Jul-08 0 0 0 14,622,740 0.00 1,305.626-Jul-08 42,957 42,961 85,918 14,708,658 7.67 1,313.327-Jul-08 18,169 95,288 113,457 14,822,115 10.13 1,323.428-Jul-08 89,080 89,047 178,127 15,000,242 15.90 1,339.329-Jul-08 82,595 82,609 165,204 15,165,446 14.75 1,354.130-Jul-08 84,726 84,724 169,450 15,334,896 15.13 1,369.231-Jul-08 151,703 151,593 303,296 15,638,192 27.08 1,396.31-Aug-08 192,273 192,239 384,512 16,022,704 34.33 1,430.62-Aug-08 0 0 0 16,022,704 0.00 1,430.63-Aug-08 0 0 0 16,022,704 0.00 1,430.64-Aug-08 5,876 5,718 11,594 16,034,298 1.04 1,431.65-Aug-08 0 0 0 16,034,298 0.00 1,431.66-Aug-08 0 0 0 16,034,298 0.00 1,431.67-Aug-08 0 0 0 16,034,298 0.00 1,431.68-Aug-08 0 0 0 16,034,298 0.00 1,431.69-Aug-08 0 0 0 16,034,298 0.00 1,431.6
10-Aug-08 0 0 0 16,034,298 0.00 1,431.611-Aug-08 0 0 0 16,034,298 0.00 1,431.612-Aug-08 0 0 0 16,034,298 0.00 1,431.613-Aug-08 46,284 46,282 92,566 16,126,864 8.26 1,439.914-Aug-08 40,666 40,847 81,513 16,208,377 7.28 1,447.215-Aug-08 824 829 1,653 16,210,030 0.15 1,447.316-Aug-08 106,749 107,056 213,805 16,423,835 19.09 1,466.417-Aug-08 72,401 72,370 144,771 16,568,606 12.93 1,479.318-Aug-08 0 0 0 16,568,606 0.00 1,479.319-Aug-08 0 0 0 16,568,606 0.00 1,479.320-Aug-08 22,030 21,969 43,999 16,612,605 3.93 1,483.321-Aug-08 23,869 23,854 47,723 16,660,328 4.26 1,487.522-Aug-08 0 0 0 16,660,328 0.00 1,487.5
Page 6 of 10
Appendix E.xlsBEPC W2H2 System Production Chronology
Wilton Wind FarmCell Stack 1 Cell Stack 2 Daily Total Cumulative Total Daily Total Cumulative Total Electrical Output
Date (liters) (liters) (liters) (liters) (kg) (kg) (kW)
Hydrogen Production
23-Aug-08 0 0 0 16,660,328 0.00 1,487.524-Aug-08 0 0 0 16,660,328 0.00 1,487.525-Aug-08 12,190 12,149 24,339 16,684,667 2.17 1,489.726-Aug-08 0 0 0 16,684,667 0.00 1,489.727-Aug-08 0 0 0 16,684,667 0.00 1,489.728-Aug-08 0 0 0 16,684,667 0.00 1,489.729-Aug-08 0 0 0 16,684,667 0.00 1,489.730-Aug-08 0 0 0 16,684,667 0.00 1,489.731-Aug-08 0 0 0 16,684,667 0.00 1,489.7
1-Sep-08 0 0 0 16,684,667 0.00 1,489.72-Sep-08 0 0 0 16,684,667 0.00 1,489.73-Sep-08 0 0 0 16,684,667 0.00 1,489.74-Sep-08 0 0 0 16,684,667 0.00 1,489.75-Sep-08 0 0 0 16,684,667 0.00 1,489.76-Sep-08 0 0 0 16,684,667 0.00 1,489.77-Sep-08 0 0 0 16,684,667 0.00 1,489.78-Sep-08 0 0 0 16,684,667 0.00 1,489.79-Sep-08 0 0 0 16,684,667 0.00 1,489.7
10-Sep-08 0 0 0 16,684,667 0.00 1,489.711-Sep-08 0 0 0 16,684,667 0.00 1,489.712-Sep-08 0 0 0 16,684,667 0.00 1,489.713-Sep-08 0 0 0 16,684,667 0.00 1,489.714-Sep-08 0 0 0 16,684,667 0.00 1,489.715-Sep-08 0 0 0 16,684,667 0.00 1,489.716-Sep-08 0 0 0 16,684,667 0.00 1,489.717-Sep-08 0 0 0 16,684,667 0.00 1,489.718-Sep-08 0 0 0 16,684,667 0.00 1,489.719-Sep-08 0 0 0 16,684,667 0.00 1,489.720-Sep-08 0 0 0 16,684,667 0.00 1,489.721-Sep-08 0 0 0 16,684,667 0.00 1,489.722-Sep-08 0 0 0 16,684,667 0.00 1,489.723-Sep-08 0 0 0 16,684,667 0.00 1,489.724-Sep-08 0 0 0 16,684,667 0.00 1,489.725-Sep-08 0 0 0 16,684,667 0.00 1,489.7
Page 7 of 10
Appendix E.xlsBEPC W2H2 System Production Chronology
Wilton Wind FarmCell Stack 1 Cell Stack 2 Daily Total Cumulative Total Daily Total Cumulative Total Electrical Output
Date (liters) (liters) (liters) (liters) (kg) (kg) (kW)
Hydrogen Production
26-Sep-08 0 0 0 16,684,667 0.00 1,489.727-Sep-08 0 0 0 16,684,667 0.00 1,489.728-Sep-08 0 0 0 16,684,667 0.00 1,489.729-Sep-08 0 0 0 16,684,667 0.00 1,489.730-Sep-08 57,172 57,211 114,383 16,799,050 10.21 1,499.9
1-Oct-08 130,724 130,817 261,541 17,060,591 23.35 1,523.32-Oct-08 179,127 178,504 357,631 17,418,222 31.93 1,555.23-Oct-08 33,414 33,274 66,688 17,484,910 5.95 1,561.24-Oct-08 0 0 0 17,484,910 0.00 1,561.25-Oct-08 13,003 12,964 25,967 17,510,877 2.32 1,563.56-Oct-08 18,271 18,280 36,551 17,547,428 3.26 1,566.77-Oct-08 0 0 0 17,547,428 0.00 1,566.78-Oct-08 14,579 14,584 29,163 17,576,591 2.60 1,569.39-Oct-08 44,573 44,592 89,165 17,665,756 7.96 1,577.3
10-Oct-08 4,709 4,709 9,418 17,675,174 0.84 1,578.111-Oct-08 35,955 35,964 71,919 17,747,093 6.42 1,584.612-Oct-08 0 0 0 17,747,093 0.00 1,584.613-Oct-08 3,481 3,482 6,963 17,754,056 0.62 1,585.214-Oct-08 0 0 0 17,754,056 0.00 1,585.215-Oct-08 0 0 0 17,754,056 0.00 1,585.216-Oct-08 0 0 0 17,754,056 0.00 1,585.217-Oct-08 0 0 0 17,754,056 0.00 1,585.218-Oct-08 0 0 0 17,754,056 0.00 1,585.219-Oct-08 0 0 0 17,754,056 0.00 1,585.220-Oct-08 0 0 0 17,754,056 0.00 1,585.221-Oct-08 19,673 19,483 39,156 17,793,212 3.50 1,588.722-Oct-08 53,808 53,658 107,466 17,900,678 9.60 1,598.323-Oct-08 0 0 0 17,900,678 0.00 1,598.324-Oct-08 0 0 0 17,900,678 0.00 1,598.325-Oct-08 0 0 0 17,900,678 0.00 1,598.326-Oct-08 0 0 0 17,900,678 0.00 1,598.327-Oct-08 183,281 180,710 363,991 18,264,669 32.50 1,630.828-Oct-08 208,544 202,899 411,443 18,676,112 36.74 1,667.529-Oct-08 0 0 0 18,676,112 0.00 1,667.5
Page 8 of 10
Appendix E.xlsBEPC W2H2 System Production Chronology
Wilton Wind FarmCell Stack 1 Cell Stack 2 Daily Total Cumulative Total Daily Total Cumulative Total Electrical Output
Date (liters) (liters) (liters) (liters) (kg) (kg) (kW)
Hydrogen Production
30-Oct-08 0 0 0 18,676,112 0.00 1,667.531-Oct-08 0 0 0 18,676,112 0.00 1,667.51-Nov-08 0 0 0 18,676,112 0.00 1,667.52-Nov-08 0 0 0 18,676,112 0.00 1,667.53-Nov-08 85,666 85,571 171,237 18,847,349 15.29 1,682.84-Nov-08 77,075 76,966 154,041 19,001,390 13.75 1,696.65-Nov-08 0 0 0 19,001,390 0.00 1,696.66-Nov-08 0 0 0 19,001,390 0.00 1,696.67-Nov-08 0 0 0 19,001,390 0.00 1,696.68-Nov-08 0 0 0 19,001,390 0.00 1,696.69-Nov-08 0 0 0 19,001,390 0.00 1,696.6
10-Nov-08 0 0 0 19,001,390 0.00 1,696.611-Nov-08 0 0 0 19,001,390 0.00 1,696.612-Nov-08 18,214 17,980 36,194 19,037,584 3.23 1,699.813-Nov-08 0 0 0 19,037,584 0.00 1,699.814-Nov-08 0 0 0 19,037,584 0.00 1,699.815-Nov-08 0 0 0 19,037,584 0.00 1,699.816-Nov-08 0 0 0 19,037,584 0.00 1,699.817-Nov-08 0 0 0 19,037,584 0.00 1,699.818-Nov-08 0 0 0 19,037,584 0.00 1,699.819-Nov-08 15,477 15,278 30,755 19,068,339 2.75 1,702.520-Nov-08 0 0 0 19,068,339 0.00 1,702.521-Nov-08 0 0 0 19,068,339 0.00 1,702.522-Nov-08 0 0 0 19,068,339 0.00 1,702.523-Nov-08 0 0 0 19,068,339 0.00 1,702.524-Nov-08 0 0 0 19,068,339 0.00 1,702.525-Nov-08 31,729 31,440 63,169 19,131,508 5.64 1,708.226-Nov-08 39,864 39,707 79,571 19,211,079 7.10 1,715.327-Nov-08 0 0 0 19,211,079 0.00 1,715.328-Nov-08 0 0 0 19,211,079 0.00 1,715.329-Nov-08 0 0 0 19,211,079 0.00 1,715.330-Nov-08 0 0 0 19,211,079 0.00 1,715.31-Dec-08 56,411 52,279 108,690 19,319,769 9.70 1,725.02-Dec-08 105,781 104,553 210,334 19,530,103 18.78 1,743.8
Page 9 of 10
Appendix E.xlsBEPC W2H2 System Production Chronology
Wilton Wind FarmCell Stack 1 Cell Stack 2 Daily Total Cumulative Total Daily Total Cumulative Total Electrical Output
Date (liters) (liters) (liters) (liters) (kg) (kg) (kW)
Hydrogen Production
3-Dec-08 120,182 116,006 236,188 19,766,291 21.09 1,764.84-Dec-08 57,086 56,925 114,011 19,880,302 10.18 1,775.05-Dec-08 195,561 181,686 377,247 20,257,549 33.68 1,808.7 991,0206-Dec-08 167,152 163,566 330,718 20,588,267 29.53 1,838.2 512,4847-Dec-08 0 0 0 20,588,267 0.00 1,838.2 417,9248-Dec-08 0 0 0 20,588,267 0.00 1,838.2 635,6169-Dec-08 0 0 0 20,588,267 0.00 1,838.2 153,816
10-Dec-08 0 0 0 20,588,267 0.00 1,838.2 814,69211-Dec-08 0 0 0 20,588,267 0.00 1,838.2 456,64812-Dec-08 30,476 29,929 60,405 20,648,672 5.39 1,843.6 483,60013-Dec-08 30,476 29,929 60,405 20,709,077 5.39 1,849.0 918,28814-Dec-08 220,265 219,779 440,044 21,149,121 39.29 1,888.3 913,36815-Dec-08 0 0 0 21,149,121 0.00 1,888.3 503,60416-Dec-08 0 0 0 21,149,121 0.00 1,888.3 280,60817-Dec-08 0 0 0 21,149,121 0.00 1,888.3 470,04018-Dec-08 0 0 0 21,149,121 0.00 1,888.3 516,79219-Dec-08 195,815 195,937 391,752 21,540,873 34.98 1,923.3 279,50420-Dec-08 197,948 197,922 395,870 21,936,743 35.35 1,958.6 1,015,53621-Dec-08 198,128 197,907 396,035 22,332,778 35.36 1,994.0 810,07222-Dec-08 197,522 197,562 395,084 22,727,862 35.28 2,029.3 712,12823-Dec-08 92,242 92,267 184,509 22,912,371 16.47 2,045.7 468,57624-Dec-08 120,344 120,316 240,660 23,153,031 21.49 2,067.2 638,90425-Dec-08 280,732 280,308 561,040 23,714,071 50.09 2,117.3 842,95226-Dec-08 110,361 110,379 220,740 23,934,811 19.71 2,137.0 274,63227-Dec-08 206,134 206,179 412,313 24,347,124 36.81 2,173.9 589,95628-Dec-08 217,652 217,673 435,325 24,782,449 38.87 2,212.7 619,89629-Dec-08 232,269 232,286 464,555 25,247,004 41.48 2,254.2 646,58430-Dec-08 198,156 198,216 396,372 25,643,376 35.39 2,289.6 531,91231-Dec-08 167,828 167,863 335,691 25,979,067 29.97 2,319.6
Page 10 of 10
Production Chart_liters
Page 1
Hydrogen Production
0
100,000
200,000
300,000
400,000
500,000
600,000
700,000
1-Feb
-0816
-Feb
-082-M
ar-08
17-M
ar-08
1-Apr-
0816
-Apr-
081-M
ay-08
16-M
ay-08
31-M
ay-08
15-Ju
n-08
30-Ju
n-08
15-Ju
l-08
30-Ju
l-08
14-A
ug-08
29-A
ug-08
13-S
ep-08
28-S
ep-08
13-O
ct-08
28-O
ct-08
12-N
ov-08
27-N
ov-08
12-D
ec-08
27-D
ec-08
Date
Dai
ly H
ydro
gen
(lite
rs)
0
5,000,000
10,000,000
15,000,000
20,000,000
25,000,000
30,000,000
Tota
l Hyd
roge
n (li
ters
)
Production Chart_kgs
Page 1
Hydrogen Production
0
10
20
30
40
50
60
1-Feb
-0816
-Feb
-082-M
ar-08
17-M
ar-08
1-Apr-
0816
-Apr-
081-M
ay-08
16-M
ay-08
31-M
ay-08
15-Ju
n-08
30-Ju
n-08
15-Ju
l-08
30-Ju
l-08
14-A
ug-08
29-A
ug-08
13-S
ep-08
28-S
ep-08
13-O
ct-08
28-O
ct-08
12-N
ov-08
27-N
ov-08
12-D
ec-08
27-D
ec-08
Date
Dai
ly H
ydro
gen
(kg)
0
500
1,000
1,500
2,000
2,500
Tota
l Hyd
roge
n (k
g)
Mode 4 Operation12/05/09 - 12/30/09
0
100,000
200,000
300,000
400,000
500,000
600,000
12/5/
2008
12/6/
2008
12/7/
2008
12/8/
2008
12/9/
2008
12/10
/2008
12/11
/2008
12/12
/2008
12/13
/2008
12/14
/2008
12/15
/2008
12/16
/2008
12/17
/2008
12/18
/2008
12/19
/2008
12/20
/2008
12/21
/2008
12/22
/2008
12/23
/2008
12/24
/2008
12/25
/2008
12/26
/2008
12/27
/2008
12/28
/2008
12/29
/2008
12/30
/2008
Date
Hyd
roge
n Pr
oduc
tion
(lite
rs)
Hydrogen Production
Mode 4 w WWF Chart
Page 1
Mode 4 Operation12/05/09 - 12/30/09
0
200,000
400,000
600,000
800,000
1,000,000
1,200,000
5-Dec
-086-D
ec-08
7-Dec
-088-D
ec-08
9-Dec
-0810
-Dec
-0811
-Dec
-0812
-Dec
-0813
-Dec
-0814
-Dec
-0815
-Dec
-0816
-Dec
-0817
-Dec
-0818
-Dec
-0819
-Dec
-0820
-Dec
-0821
-Dec
-0822
-Dec
-0823
-Dec
-0824
-Dec
-0825
-Dec
-0826
-Dec
-0827
-Dec
-0828
-Dec
-0829
-Dec
-0830
-Dec
-08
Date
Hyd
roge
n Pr
oduc
tion
(lite
rs)
0
200,000
400,000
600,000
800,000
1,000,000
1,200,000
Elec
tical
Out
put (
kW)
Hydrogen Production Wilton Wind Farm Output